HomeMy WebLinkAbout2000 W 16 St 14-2077 New construction SFHD 4 Z 14 CITY OF SANFORD
JUL BUILDING & FIRE PREVENTION
PERMIT APPLICATION
V
Application No: -T— Documented Construction Value: $ J l0
W
Job Address: Historic District: Yes No
Parcel ID: I - - 0 Zoning:
Description of Work: ,AajAkJ 46nylu El Lvt_ 11
Plan Review Contact Person: Title: 'eL ^^ //!!
Phone: Fax: ,3r- E-mail: ('11,1%4VI Zil,() GPai
Property Owner Information
Name Sa dea 6. / 1 1Phone: V / `f' ' / _ by oL
Street: zm W 1 l '&
n,
Resident of property?
City, State Zip: '1//NI (l VI . '3 277 1
Contractor Information
Name 6e,6 ( CeS LL(Iphone:
Street: k uli+ Fax: ! c,26 o -50 XJ
City, State Zip: AA Ai, Iry CJ State License No.: % U-577
Architect/Fnnineer Information
Name:
Street:
City, S1
Bonding Co pany: 0 kol
Address: 5011
S,°Duic.
Phone: `Ly 1 •504- C663
Fax: qo— 5a/- sq.-
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone: o
Electrical 11111 Plumbing M
New Service — o. of AMPS: /510 New Construction - No. of Fixtures: 11,5
Mechanical 12 (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: _b
9 ILI, (
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date Signature of Contractor/ nt Date
Sandra &hafdw Qn helh z
Pont Owner/Agent's Nariot Contractor/Agent's Name 1 ,
me
71(
dN Signature
MARGARET
CZAJKOWSKI Notary
Public •State of Florida My
Comm. Expires Dec 6. 2017 CC
n71ll)A Produced
ID V Type of ID APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
e
or of
Floridfl / 1 Date MARGARET
CZAJKOWSKI Notary
Public - State o1 Florida My
Comm. Expires Dec 6. 2017 Commission
8 FF 071624 to
Me or Produced
ID Type of ID UTILITIES:
ASTE WATER: BUILDING:
I?' FIRE: Rev
11.08
Application No: 1-17a U I
Job Address: ,
P3C - arcel ID•
Description of Work: _ A
Plan Review Contact Person:
Phone: 11-.100- XDO- W/5
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
fiction Value: $
Historic District: Yes No
Fax:,% a3 E
Property Owner Information
Name
NAP
Phone:
lI1Street:!,J, , Resident of property?
City, State Zip: e1ajn,6-yd C . r_27 ^]
Contractor Information
Name C u-L-Phone: qt 2 ,C2&O-00G ``9"/,
Street: t'1 uh %`C ,0 Q/ Fax:
v _ -
City, State Zip: 760 State License No.:C 01 05-77
Architect/Enainnor Information
Name:
Street:
City, S1
Bonding Co pany: buI '5knl !Lmo, 'l ( n'
Address: (
Phone: G504 135J 1 Fax: (
5oZ'- _56 TE-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Q^ X- 5 E e A T i pCt-1tZ0 Electrical
I( Plumbing a,/ New
Service 2((
Ducto.
of AMPS: 5 New.Construction - No. of Fixtures: 11.5 Mechanical
layout required for new systems) Fire $prinkler/Alarm 13 No. of heads: _
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date Signature of Contractor/ nt Date
n l A k4Lb
Print Owner/Agent's Name rint Contractor/Agent's Name
OAJ (IiN". -7&o
MARGARET'CZAJKOWSKI
Notary Public State of Florida
o. My Comm. Expires Dec 6. 2017
F„;.••• Commission N FF 071824
or
Produced ID V Type of ID / ' Produced ID
APPROVALS: ZONING: 71?oh4 UTILITIES:
ENGINEERING:
COMMENTS:
7 /g0/l4 FIRE:
of FloridTI / 1 Date
MARGARET CZAJKOWSKI
Notary Public - State of Florida
My Comm. Expires Dec 6. 2017
Commission M FF 071824
Type of ID
WASTE WATER:
BUILDING:
to Me or
Rev 11.08
Revision
Response to Comments
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # O I
IIt
Submittal Date iS "
Project Address:
Contact: 4, WadAA12
Ph: b Fax: 3Dt - c)-5 6656
Email: YY1 06dy a f -[ n .o ayl zoyn
Trades encompassed in revision: Gen ral description oP'revisioC
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
1
Fire Prevention
5 Building
L _-A.x---
0-15-14
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 14-2077
Date: 08/05/2014
Contact Person: Margie Wendzel
Contact Phone Number: 407.260.0018
Contact Fax Number: 321.256.5050
Contact E-mail Address: mwendzel(iDallinconstruction.com
Project Description: New Single Family Residence
Job Address: 2000 W 16"' Street
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
1. The Energy Calculations submitted do not appear to be for the particular home you are building. The
square footage, number of bedrooms and other information is not consistent with what is shown on the
building plans. Please submit two copies of correct Energy Calculations for review.
FBC 107, Florida Energy Conservation Code section 103.2.1
2. The HVAC sizing calculations submitted do not appear to be for this particular home you are building.
The dimensions, number of bedrooms and other information is not consistent with what is shown on the
building plans. Please submit two copies of correct HVAC sizing calculations.
FBC 107, Florida Energy Conservation Code section 403.6.1
3. The HVAC duct layout submitted does not match the floor plan of the house. Please submit two copies
of a correct HVAC duct layout for the home.
FBC 107, Florida Energy Conservation Code section 103.2.2
4. The Energy Calculations front page is required to be signed by the Owner/Agent.
FBC 107, Florida Energy Conservation Code section 103.2.3.2
5. The EPL card located within the Energy Calculations is required to be filled out and signed.
FBC 107, Florida Energy Conservation Code section 401.3
6. Please provide two copies of a plumbing drain, waste and vent riser diagram for the plumbing to be
installed. The riser diagram does not need to be signed and sealed.
FBC 107
7. Please provide an electrical load calculation for the home in accordance with NEC article 220. See NEC
section 220.16(A)
FBC 107
8. Please provide the location of the service panel and meter on the exterior of the home for clarification.
FBC 107
i
9. Please verify the spacing of receptacles cannot exceed 12 feet (6-12 rule) in accordance with
NEC210.52(A)(1). See the receptacles in Bedroom #2. Please review and revise accordingly.
FBC 107
10. A receptacle is required at the rear exterior of the home, in accordance with NEC210.52(E)(1). Please
review and revise the plans accordingly.
FBC 107
11. Please show the exhaust fans and switches for the bathrooms on the electric page of the plans.
FBC 107
12. Please provide an engineered method of securing the A/C condenser to the concrete pad, in accordance
with FBCR M 1307.2.1
FBC 107
13. The garage door submitted does not meet the design pressure specified by the engineer on the plans.
Please either submit two copies of new Florida product approval and manufacturer's installation
instructions that meets the design pressure or revise the design pressure for the opening on the plans.
FBC 107
14. Please submit two copies of a Sanford Product Approval Specification sheet for the home. A blank
form has been attached with these comments for your use.
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.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey(i ,sanfordfl.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
2-
City of Sanford
Planning and Development Services
Engineering - Floodplain Management
Flood Zone Determination Request Form
Name: P& -)1E E IJ ID ZL-L_ Firm: ,LL J CO,yST2U G7to t1Qvi i,
Address: Z?5 Hy u T pA{Z Cb vC City:
L-D&Jowco i> State: Zip Code: 3 2.7 Phone:
Fax: Email: w Np.EI.l Au. i.0 CouS 2 ct Property
Address: Z000 (0. hhJ Co - S7. Property
Owner: S qo J2 A,K ( CAA Q C) 5a 0 Parcel
identification Number: '34- 19 — 30 - 5AK - C,A00 (54..9 d Phone
Number: 401- 41-7-603 Email: The
reason for the flood plain determination is: CZ]
New structure Existing Structure (pre-2007 FIRM adoption) Expansion/
Addition Existing Structure (post 2007 FIRM adoption) Pre
2007 FIRM adoption = finished floor elevation 12" above BFE Post
2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL
USE ONLY Flood
Zone: Base Flood Elevation: O1 P- Datum: K)LA, FIRM
Panel Number: 1 2bZq 4- OO"70 F Map Date: CI - Z $ - 6-7 The
referenced Flood Insurance Rate Map indicates the following: The
parcel is in the: floodplain floodway A
portion of the parcel is in the: floodplain floodway The
parcel is not in the: P9 floodplain floodway The
structure is in the: floodplain floodway The
structure is not in the: Z] floodplain floodway If
the subject property is determined to be flood zone W, the best available information used to determine
the base flood elevation is: aP _
14- 2-071 Reviewed
by: 1"` t CJJ,&L-1—C^,5 t-t; Date: I J .
a`1
r
Board of County Commissioners WORK ORDER
SEMINOLE COUNTYf FLORIDA Work Order Number: 3
Master Agreement No.: CC-9072-13/AMM Dated: January 31, 2014
Master Agreement Title: MSA for Community Services Residential New ConstnK6ion & Reconstnxtion
Contracbor: AII-In Construction Services, LLC
Address: 2909 W Stab Road 434
Lonpwood, FL 32779
ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION:
X] scope of services — Attachment "A" -,t,L, [XJ fixed fee basis
DQ Addenda — Attachment "So [) time basis-not-bo-exceed
X] Bid/Pay Items- Attachment "Co [ ] time basis -limitation of funds
X] ReconstruMon Standards — Attachment "Dr [X] retainage shall be withheld
TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as
described in subsection 14.13 of the General Conditions, within one -hundred trranty f1201 olendor days
after the date when the Contract Time begins to run as provided In subsection 2.2 of the General Conditions.
The Work shall be finally completed, ready for Final Payment In accordance with subsection 14.9 of the General
Conditions, within th (M plendar days after the actual date of Substantial Completion. Failure to meet
the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for
Default.
WORK ORDER AMOUNT: ONE-HUNDRID JUIRTEEN THOUSAND THREE -HUNDRED SIXTY-ONE AND
601100 DOLLARS f6113.361.601
t
IN ESS WHEREOF the parties hereto have made and executed this Work Order on this g day of
20 +M for the purposes stated herein.
ATTEST MMESc: AD -In Construction Services, LLC
By:
Secretary Kenneth Padget, PA&4
CORPORATE SEAL) Date:
A
wait Order- commas, Rev 11/14/11
cc # 02R
BOARD OF COUNTY COMMISSIONERS
SE NOLE COUNTY FLORIDA
e 1
A /V 0 019 17
By.
Diane Reed,
es
Procurement Administrator
Date: a cur) i /
As authorized by Section 3.554 terninole
County Administrative Code.
ON #342
CERTIFIED COPY
MARYANNE MOR
SEM OlE COUNTY, FLORIDA
BY
DEPUTY CLERK
Pays 1 of 3
WORK ORDER
TERMS AND CONDMONS
a) 15mition of this Work Omer by the COUNTY shall serve as authortzation for the CONTRACTOR to
provide, for the stated project, services as set out in the Scope of Services attached as Exhibit "A" to
the Master Agreement cited on the face of this Work Order and as further delineated In the attachments
Ilsted on this Work Order.
b) Term: This work order shall take effect on the date of its execution by the County and expires upon
final delivery, Irhspecion, acceptance and payment unless terminated earlier In accordance with the
Termination provisions herein.
c) The CONTRACTOR shall provide said services pursuant to this Work Order, Its Attachments, and the
cited Master Agreement (as amended, If applicable) which Is incorporated herein by reference as if it
had been set out in Its entirety.
d) Whenever the Work Order conflicts with the cited Master Agreement, the Master Agreement shall
prevail.
e) CONTRACT PRICE:
1) COUNTY shall pay CONTRACTOR for performance of the Work in accordance with the Contract
Documents on the basis of the Total Bid (Work Order Amount). The CONTRACrOR's total
compensation is DOLLAR ($) subject only to Increases or decreases made In Aft conformance with
the Contract Documents.
A) CONTRACTOR agrees to accept the Contract Price as full compensation for doing all Work, fumishing
all Materials, and performing all Work embraced In the Work Order Documents; for all loss or damage
arising out of performance of the Work and from the action of the elements or from any unforeseen
or unknown difficulties or obstructions which may arise or be encountered In the prosecution of the
Work until the Firm[ Acceptance; and for all risks of every description connected with the Work.
IN) The CONTRACTOR adcnowtedges that CONTRACTOR studied, considered, and Included in
CONTRACrOR's Total Bid (Work Order Amount) all costs of any nature relating to:
1) performance of the Work under Central Florida wee then conditions;
2) applicable law licensing, and permitting requirements;
3) the Project site conditions, including but not limited to, subsurface site conditions;
4) the barns and conditions of the Contract Documents, including, but not limited to, the
indemnification and no damage for delay provisions of the Contract Documents.
Iv) The CONTRACTOR admowledges that performance of the Work will Involve significant Work adjacent
to, above, and In close proAmlty to Underground Facilities including utilities which YAN require the
support of active utilities, as well as, the scheduling and sequencing of utility installations, and
relocations (temporary and permanent) by CONTRACTOR.
1) In addition to the acknowledge rents preWously made, the CONTRACTOR admowledges that
the CONTRACTOR'= own study of Underground Facilities, utilities In their present, relocated
temporary and pennant) and proposed locations, and conflicts relating to utilities and
Underground Facilities.
2) The CONTRACTOR admowledges that CONTRACTOR's Total Bid (Work Order Amount)
considered and included all of CONTRACTOR's costs relating to CONTRACTOR's responslbllltles to
coordinate and sequence the work with the work of the COUNTY and its own forces, the work of
other utility contractors and the work of others at the Project site.
Work order - Cmm 46 Rev 11/14/11 Page 2 of 3
f) PAYMENT PROCEDURES.
CONTRACTOR shall submit applications for payment In accordance with Section 14 of the General
Conditions. Applications for Payment will be processed by ENGINEER as provided In the General
Condltkxm
11) Progress Payments. COUNTY shall make progress payments on the basis of CONTRACTOR's
applications for payment as recommended by ENGINEER, In with Section 14 of the General
Conditions.
in) Final Payment Upon Final Completion and acceptance of the Work In accordance with sutlsectbn
14.9.1 of the General Conditions, COUNTY shall pay the remainder of the Contract Price as provided
in surbsectlon 14.9.1.
g) ADDITIONAL RETAINAGE FOR FAILURE TO MAINTAIN PROGRESS ON THE WORK.
q Retalnage under the Contract Documents is held as collateral security to secure completion of the
Work.
pi) In the event that CONTRACTOR falls to physically mobilize to the Work required by Section 6.19 of
the General Conditions, then the COUNTY may withhold retalnage to secure completion of the Work
In an amount equal to the product of the number of Days after the 310 Day following the Date of
Commencement of Contract Time liquidated damage amount for Substantial Completion set forth In
Section 9 of this agreement The additional retaInage shall be withheld from the initial and each
subsequent Progress Payment. The additional retainage held under this subsection shall be released
to CONTRACTOR in the next Progress Payment following the ENGINEER's approval of a
supplementary Progress Schedule dernonstrating that the requisite progress will be regained and
maintained as required by Section 6.19.2 of the General Conditions.
i11) COUNTY may withhold additional retalnage In anticipation of liquidated damages equal to the product
of the number of Days after the scheduled Contract Time (Substantial Completion or Final
Completion) and the amount of liquidated damages set forth In this Agreement If CONTRACTOR is
behind schedule and it is anticipated by COUNTY that the Work wid not be completed within the
Contract Time. The additional retalnage, under this subsection, may at the COUNTy's discretion be
wfthheld from subsequent Progress payments. Any additional retainege held under this subsection
shall be released to CONTRACTOR In the next Progress Payment following the Project Manager's
approval of a supplemental Progress Schedule demonstrating that the requlsroe progress will be
regained and maintained as required by Sections 6.19.2 of the General Conditions.
h) LIQUIDATED DAMAGES.
q The COUNTY and CONTRACTOR recognize that time Is essential to the performance of this
Agreement and CONTRACTOR recognizes that the COUNTY and Its traveling public will suffer Handal
loss if the Work is not sublstantlaly completed as described In subsection 14.13 of the General
Conditions and within the time specified In this Agreement, plus any extensions thereof allowed In
accordance with Section 12 of the General Conditions. The parties also recognize the delays, expense
and difficulties involved in proving in a legal or alternative dispute resolution proceeding the damages
resulting from inconvenience to the traveling pubic Including traffic loading, intersection operations,
costs for time, costs of fuel and costs for some environmental impacts (excluding actual delay
damages which may Include, but are net limited to, engineering fees and Inspection costs) suffered
by the COUNTY If the Work Is not competed on time. Accordingly, CONTRACTOR and CONTRACTOR'S
Surety agree to pay COUNTY as liquidated damages, and not as a penalty, Two -Hundred FiRv
Dollars (f 50ADI per Day for each Day CONTRACTOR exceeds the Contract Time for Substantial
Completion until the Work Is Substantially Complete. It Is agreed that if this Work In not Finally
Completed In accordance with the Contract Documents, the CONTRACTOR shall pay the COUNTY as
Ilgtddated damages for delay, and not as a penalty, one-fourth (1/4) of the rate set forth above.
11) The liquidated damages provided in this Section are Intended to apply even if CONTRACTOR is
terminated, In default, or If the CONTRACTOR has abandoned the Work.
Wmt Ordcr - Commas, Rev 11114A1 Page 3 of 3
THIS INST E PRE RE Y .- /
Name: — i
Address r e
NOTICE OF COMMENCEMENT
4
1 ` v ' Permit Number:
qOParcelIDNumber: J
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT 6 COMPTROLLER
AK 08302 Pg 0360; (Ipg)
CLERK'S 0 2014081 104
RECORDED 07/24/2014 03:05:02 PM
RECORDING FEES 10.00
RECORDED BY H DeVore
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.
1. DESCRIPTION OF
2. GENERAL DESCRIPTION
3. OWNER INFORMATION OR
Name and address: (V
Interest in property: _1(
INFORMATION I THE LESSUE CONTRACTED FOR TPT
Ill l,h n 1 0Into )A 1 / /n F1-
Fee Simple Title Holder (if other!than owner listed above)
4. CONTRACT R: Name: Phone Number:
Address:
5. SURETY (If applicable, a copy of the payment bond Is attached) -Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
S. In addition, Owner designates M
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Owner or Lessee, or Owner's or Lessee's r (Print Name and Provide Signatory's Title/Office)
AAuthorizedO ffcOfficer/Director/Partner/Manager),
D n
State of !A VL Iota.,' a.,' County of
The foregoing strument was ackno edged before me this 1 D day of QXL*204
by Who Is personally kn n to me OR
Name of perso making statement
who has produced identification type of identification produced: Dr
Nauup
MA\. RGARET CZAMKOWSKIfl"a4d-,.ro' co tt f0r« t
Notary Public • State of FloridarblARYANNt
My Comm. Expires Dec 6, 2017
RTIIN5
A,,• CLERK F I CUIT URT AND ,
Commission 0 FF 071824
COMPTRO ER /r y •. .
SEMINOLE RIDA
uL 4V T
DEPUTY CLERK
0
9i
JUL 2 4 2014 City of Sanford
Residential Permit Application Guidelines
BY:
All permit application packages must be complete prior to acceptance. You must check
each box to the left or indicate n/a on this submittal. A complete application package shall
include the following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Completed and signed Right -of -Way Utilization Type I Permit Application.
Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Approval letter from sanitary sewer provider (if other than the City of Sanford).
Copy of the onsite sewage disposal system construction permit issued by Seminole County Health
Department (if applicable).
Seminole County Impact Fee Statement (multi -family only).
Five (5) sets signed and sealed building construction plans.
Two (2) signed and sealed site / plot plans.
Two (2) sets signed and sealed floor and roof truss engineering.
Two (2) copies of completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions for the following products: windows,
doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding.
Two (2) copies of completed and signed energy and equipment sizing calculations.
THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
SITE PLAN / PLOT PLAN
IV Lot number
Address / Legal Description
C Setback lines from principle structure and any accessory structures to property boundary (minimum of
eight; two on each side)
Primary building setback lines/envelope
Id A/C unit locations with setback from property line
Survey type
C Existing easements: drainage, utility, etc.
Building separations, if applicable
9,K
Location of septic systems
Flood zone reflecting current FEMA map revision date
Lot grading type (A,B,C, etc.)
5/ Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for
type A and B lots)
q Lot corner elevations and break point elevations
L Drainage swales (if applicable) with profile view
fJ Proposed finished floor elevation
BVWDING PLAN
Construction documents shall indicate code edition being appliedev,November 2013 Page 1 of 5 Residential Permit Application Checklist
Construction type
Plans to minimum 1 /8" scale
Designer information: name, address, registration #, seal and signature on all pages
Page size minimum 22" x 34"
All pages numbered and labeled
Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for risk category II buildings (residential)
1 • Ultimate design wind speed (Vult)
Nominal design wind speed (Vasd)
Risk category
Exposure category
Enclosure classification
Internal pressure coefficient
Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
R PLAN
Building area tabulation
Room size
Corridors
Stair location/guardrails
Safety glass locations
Egress door and emergency escape windows sizes and location
Stairs construction requirements
Special column/post anchorage
Interior load bearing wall locations
Shear walls
Down cells
Lintel schedule
Attic access
Accessibility restroom (door) location
Fire resistant assemblies
Identify options to be used
R
TION / SLAB
ed cells with reinforcement locations
oter denotation/details
oters minimum 12" below grade
erior bearing walls/pads
ch pads/footers
ck ledge detail
b thickness/steel/fiber mesh
por barrier/termite treatment type
Reinforcing steel over lap
Relieving arch steel at pipe penetrations
All wood minimum 6" above grade
Crawl space ventilation
Termite shields
LECTRICAL
Service riser diagram
Electrical load calculations
Revised: November 2013 Page 2 of 5 Residential Pet7nit Application Checklist
C
Bonding/Grounding to foundation steel
Service location
Panel locations
Receptacle lay out
GFCI protection
AFCI protection
Tamper resistant outlets
Ceiling fans
Outdoor receptacles
Disconnecting means
Switches/lights
Smoke/CO alarm locations hard wired, interconnected and battery backup
ELEVATION (front, rear and side views)
1 s Attic ventilation
Roof pitch
Roofing material
Exterior finish/stucco thickness
Height/bearing elevations
Window and door opening locations
Chimney location/height
MECHANICAL1Equipment location
I • Anchorage for condenser
Protection in garage locations
Clearances at equipment
Structural detail for air handler in attic
Room ventilation
Duct layout (usually in energy calculations)
R-value of ducts
CFM's
Balanced return/ducted, transfer ducts or grilles
Exhaust
Bath exhausts size and termination
Dryer exhaust discharge/make up air
Energy calculations with equipment sizing calculations
Skylights
LUMBING
Plumbing waste riser diagram
Water heater location
Fixture location
UEL GAS
00< BTUs each outlet and total BTUs
Pipe type and total length
LP regulator and model type
Combustion air vents
Location of equipment
Venting
Gas Type
Revised- November 2013 Page 3 of 5 Residential Permit Application Checklist
Gas Pressure REIC FMI
Gas piping riser JUL 2014
OF TRUSS LAY OUT
Truss I. D. #s BY:
Layout
Signed/Sealed truss engineering package
Strapping/fasteners
ETAIL SHEETS OR NOTES
N Footings
Beam to wall and/or post attachments
Post/column and beam construction
Interior bearing walls
Stairs section
Chimney construction
Dormer construction
Floor framing
Entry construction
Arched windows
Bay windows
Frame to block connections
Knee wall construction
Sky light framing
Top plate splicing requirements
Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
Veneer
Shear wall locations and construction
Connectors
Fasteners
Roof sheathing & diaphragms
Fasteners
Blocking
Wall and gable sheathing fastening
Gable end, frame and block, vaulted and flat
Conventionally framed roof members
Glass block
Bearing opening strapping/anchorage
Bearing/non-bearing wall detail
Typical wall section detail, one and two story, block and frame, for all scenarios
Connectors
Anchorage bolts
Materials and assembly
Garage and swing door buck fastening
Ceiling diaphragms
Blocking
Any conventional framing
MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
Roofing installation instructions & compliance with ASTM standards
1 `Rewsed: November 2013 Page 4 of Residential Permit Application Checklist
Eil Ik Window and mullion installation instructions JUL [Lil
Garage door, sliding glass door and swing door installation instructio s
Siding installation instructions
Soffit installation instructions $
Y.
Glass block installation instructions
Engineered lumber products installation instructions
P ODUCT APPROVAL
Completed Product Approval specification sheet
FS 553.842, FAC 61G20-3
These guidelines were compiled to assist the applicant in preparing a residential permit application submittal
and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements.
Revised- November 2013 Page 5 of 5 Residential Permit Application Checklist
REQUEST FOR PRE -POWER
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole
County, Winter Springs
Date: 0" )0,1 -I
Project Name:,O 1, 8('11Q Project Address: AM W. I
Building Permit #: I q - ')o 0— Electrical Permit # I / d(0 )
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. The facility will not be occupied until a certificate of occupancy has been issued.
2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for
pre -power shall be complete and in safe order. All electrical services associated with the area will be 100%
complete unless specifically approved by the electrical inspector.
4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on
the system prior to pre -power.
6. This pre -power approval is valid for a maximum of 180 days from date of approval.
7. Check with the local jurisdiction for fees associated with pre -power.
S o rq sj, / T Cv 6-7 fi .s r. ale
Print Name of Owner/Tenant Print Name of Gen. Contractor Alt Name ntractor
ignature of Owner/Tenant Signature of Gen. Cont cto Signa 1. Contractor
Gen. Toritractor License # El. Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO: Progress Energy Florida Power and Light on
Rev. 3/27/07)
CITY OF SANFORD
P.O. BOX 1788
SANFORD FL 327721788
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 10/30/14
Parcel Number . . . . .
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . .
34.19.30.5AK-OA00-0490
2000 W 16TH ST
SANFORD FL 32771
SMITH, M.M 2ND SUB BLK A
E 1/2 OF S 1/2 OF LOT 49 BLK A
M M SMITHS 2ND SUBD PB 1 PG
101
MULTIPLE FAMILY
Owner . . . . . . . . . RICHARDSON SANDRA K
Contractor . . . . . . ALL -IN CONSTRUCTION SERVICES L
407 260-0018
Application number 14-00002077 000 000
Description of Work NEW SINGLE FAMILY HOME - DETACHED
Construction type . . . NOT APPLICABLE
Occupancy type . . . . SINGLE FAMILY
Flood Zone . . . . . . NONE
Approved . . . . . . .
Bui C•
VOID UNLESS SIGNED BY BUILDING OFFICIAL
In accordance with this Certificate of Occupancy, all inspections for compliance
with Florida Building Code 2010 for occupancy and use have been performed and
approved.
If the construction project was permitted and built under the owner/builder
contractor exemption of Florida State statute 489.103; refer to state statute
regarding limitations on renting, lease or sale of this property.
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: ' O
I, Mhereby acknowledge that I personally inspected Roof
deck nailing and/or 0 Secondary water barrier work at
000 ojt - ' 16 eQ and have determined that the work Job
Site Address) was
done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I
certify that my statements herein are true and accurate to the best of my belief and that I fully understand
that making any false statements in writing with the intent to mislead a public servant in the performance
of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section
837.06 F.S. X-/
A, ;zk- A2 14 Si
tore of Contractor Date/ 14
n flA P0 dzt 1616617 Printed
Name of CCon r License # License
Type: V General Building Residential Roofing Contractor or
any individual certified in accordance with F.S. 468 to make such an inspection. STATE
OF FLORIDA COUNTY OF / S
orn to or r ed) nd subscribed be ore this day of '10 1 , by who
is personally Known to me or has El Produced (type of identification).
a ^ _ as identification. SEAL)
ign
t re of N Public t
f Flo ri ;"p MARGARET CZAJKOWSKI Notary
Public . State o1 Florida s • .
a., My Comm. Expires Dec 6. 2017 Print/T pe/Stamp Na a „;••' Commission # FF 071821 of
Notary Public ""
t
Sv/ q/6
p tt-z"/7
Application No:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ --ej a 4 Z - 60
Job Address: 2aOD / 4 t' Historic District: Yes No
Al~ odea20-1-7
Parcel ID: Zoning:
Description of Work: M W<,(4--1 C I+'t- Z -roAj r Pi-17 S- Y t C*&M v(-r k+a/Ld 'Yw a
sF 7k /1z,g.., s , CD A y
Plan Review Contact Person:.//i. % WN < c o Title: G./ C. kle Z-0
Phone: 4a7- Fax: *b 7 1-9 6 —a O" E-mail: /U4XA G //ram ,g o cL . Cow
Property Owner Information
Name 44Z 40 e oNS 7% FGii.LjtCQr$
11
t- c. Phone: 467 Z&D C' (:!!5 / $
Street: 'Z 7 5_ /-IcN " G b o g Resident of property? V City,
State Zip: L-. o ti G wod 4) , 3 Z 7 SD Contractor
Information Name
MA-x'//h V"1 AZ C Sylt u/ cL- r/ / N C • Phone: Street: Z.
4 8 / 4 00- e-`/ Fax: y o7-
2.97-<3``/ Vo7--2
t &-- e b 2 City, State
Zip: • 3 Z gd 8 State License No.: G 4 C o 3 G $ 9 S Name: Street:
City,
St,
Zip: Bonding Company:
Address: Building
Permit
Square Footage: _
No. of
Dwelling Units: Electrical Arch
itect/
EngIneer Information Phone: Fax:
E-
mail:
Mortgage Lender:
Address: PERMIT
INFORMATION
Construction Type:
No. of Stories: Flood Zone:
New Service -
No. of AMPS: Mechanical Duct
layout required for new systems) Plumbing New
Construction -
No. of Fixtures: Fire Sprinlder/
Alarm No. of heads: Shall be
inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.
14
Application is hereby made to obtain a perinit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing Information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional perinits required
from other governmental entities such as water management districts, state agencies, of- federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of owner/Agent Date
Print OHmur/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Signature of Contractor/Agent Date
Print ContraMr/Attent's Name
Rate of FW fdO n-nann Date
Notary Public - Stato of Florida
My Comm. Expires Jul 30.2015
Commission #r EE 97543
Bonded Through National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
Page: Of:
Proposal
MAXIMUM
AIR CONDITIONING SERVICES, INC.
2681 MERCY DRIVE ORLANDO, FLORIDA 32808
407) 297-1364
LIC. #CAC036895
Proposal Submitted to Phone Date
ALL -IN CONSTRUCTION SERVICES, LLC 407-260-0018 JULY 11, 2014
Street Job Name
275 HUNT PARK COVE APPROX. 15--* ! /7
City, State and Zip Code Job Location
LONGWOOD, FL. 32750 2000 16T" STREET SANFORD, FL. 32711
Architect Date of Plans Job Phone
q ..... DODo Z.O,7 7
We hereby submit specifications and estimates for:
1- LENNOX CBX27UH024/14HPX024 TWO TON 16.2SEER SPLIT HEAT PUMP SYSTEM WITH A 4KW
HEATER.'
2- R-6 FLEX AND FIBERGLASS DUCT SYSTEM WITH 9 SUPPLY, 1 RETURN AND BAROMETRIC
RETURNS IN EACH BEDROOM.
3- DRYER VENT VENTED TO THE OUTSIDE.
4- TWO NUTONE 50CFM BATH FANS VENTED TO THE OUTSIDE.
5- HONEYWELL PROGRAMMABLE/DIGITAL THERMOSTAT.
6- WHITE STAMP FACE GRILLS WITH ADJUSTABLE DAMPERS.
7- SECURITY CAGE FOR THE CONDENSER.
WARRANTY: MAXIMUM A/C SERVICES, INC. PROVIDES A ONE YEAR PARTS AND LABOR WARRANTY.
LENNOX HAS A FIVE YEAR ALL PART WARRANTY UNLESS WITHIN 60 DAYS OF INSTALLATION YOU
REGISTER THE EQUIPMENT WITH LENNOX TO RECEIVE A 10YEAR ALL PART WARRANTY.
EXCULSIONS: LINE VOLTAGE WIRING, PAD FOR THE CONDENSER, PLATFORM FOR THE FURNACE,
CHASE FOR THE REFRIGERANT LINES, ANY VENTILATION/MATERIALS NOT SPECIFIED ABOVE.
We Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of :
FOUR THOUSAND ONE HUNDRED SIXTY TWO ----------------------- Dollars (s 4162.00
Payment to be made as follows:
50% IS DUE ON COMPLETION OF ROUGHIN. 50% IS DUE ON COMPLETION OF TRIM.
All material Is guaranteed to be as specified. All work to be completed In a workmanlike
manner according to standard practices. Any alteration or deviation from above
spe ficatlons involving extra costs, will be executed only upon written orders, and will Authorized JIM D'AMICO
become an extra charge over and above the estimate. All agreements contingent upon Signature
accidents or delays beyond our control. Owner to carry fire, tornado, and other
necessary Insurance. Our workers are fully covered by Workman's Compensation
Insurance. I have authority to order work, which has been satisfactioy performed, as
outlined above. It Is agreed that the seller Y411 retain title to any equipment or material
that may be furnished until Mal payment is made, and if settlement Is not made as Note: This proposal may be
agreed, the seller shall have the right to remove same And the seller will be held withdrawn by us if not accepted Days
harmless for damages re-sullting from the removal therof. I agree to pay costs and
reasonable attorne s fee if this Invoice Is placed In the hands of an attorneys collection. within
Acceptance of Proposal — The above prices, specifications and
conditions are satisfactory and are hereby accepted. You are authorized to Idotheworkasspecified. Pavment will be made as outlined above. Signature
Aug21 14 03:02p Precise Plumbing. Inc. 4078860249 p.2
y - p o 7
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I `1 ' n ] I Documented Construction Value: $
Job Address: /oRC:I-OQ t,-,
r
5 /,,/
Vn _
iSAyF04_Q Historic District: Yes No
Parcel IDJ : 4K - W_()aC1 U Zoning: Description
of Work: Ne-L---, %y u Plan
Review Contact Person: Title: Phone:
tlo-? 4s4- ` - q3 01t% Fax: e(p-1 - i'8?a -- A1y 9 E-mail: a 4_6" o rc ers L..IS" t,
c f,,
Property
Owner Information Name
S (hdau Ky -tCI',
o11 dswv Phone: Street: Q
CW W -M + Resident of
property?: M/U nLI City, State
Zip: . - Contractor Information
Name D&
j%u\GZ. CEy ETE Pte-tSS pw Sl: tt c. Phone: tlo-i '986 , 930 Street: tt1!
l kAR C_f' Fax: t(o'? gb` -Od`fet City, State
Zip: PoP" r ( -azapi— State License No.: e_FC- JY00 6 Architect/Engineer
Information Name: Street:
City,
St,
Zip: Bonding Comp2ny:
Address: Building
Permit
E3 Square Footage:
No. of
Dwelling Units: Electrical O
New Service -
1`o. of AMPS: Phone: Fax:
E-
mail:
Mortgage Lender:
Address: PERMIT
INFORMATION
Construction Type:
K36Ld No. of Stories Flood Zone:
Plumbing New
Construction -
No. of Fixtures: Mechanical O (
Duct layout required for rcw systems) Fire Sprinkler/Alarm O No. of heads: Shall be
inscribed with the date of application and the cod: in effect as of that date (Code 2010 FBC) 731.135f51(6) Florida Stuutes. REV 07.
14
Aug 21 14 03:02p Precise Plumbing, Inc. 4078860249 p.3
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU ti\TEND 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 %vhcn the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner Agent
Print Owocr Agent's N2=
Date
Signature of Notwy-Slate ofTlorida Date
Owner/Agent is Personally Known to Mc or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
IaMs
Signature of Contraetar Agent +!Dat '
6
oa,MTLFcfcc-rc
Print Contracter/Agent's Name
04,iavJ- (4-,ei
Signature o uuy-sta:e of Dau
J ;µ •;•,
c•
MARGARET CZAJKOWSKI
Public - Stale of Florida
A -`
Notary
My Comm. Expires Dec 6, 2017
Commission tT FF 071824
Produced iD Type of ID
WASTE WATER:
BUILDING:
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
to Me or
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: i — 10 ? 7 Documented Construction Value: $-7_e t. %• dP12
Job Address: _+' .,ice/ Historic District: Yes Nod
Parcel ID: ,7 K 2 c9 _C k _ l9 }-O 0 "0 VDZoning:
Description of Work: ire_ r h e--w TnC 7 J14,
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name d(,1i A 11 ; rk rz mods o N Phone:
Street: a ro a (.0. 00 SCT , Resident of property?
City, State Zip: .,r J Et— 7 7 7Z
Contractor Information
Name l-ti AA /-o 0 e,..O- L e l: , o7O Phone: D
Street: 1{ 7/ cr. ('/L't..Loa Q Fax: 07-- U- /o
City, State Zip: 1.2r-'-
1 4_ 2r)-p0" State License No.: / e U v e2nj Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: _ Address:
Building
Permit Square
Footage: No.
of Dwelling Units: Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: Electrical
0 New
Service - No. of AMPS: Mechanical (
Duct layout required for new systems) No.
of Stories: Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 13 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
Harm it is ralancai-1
C A & f (a _j (fa (a d a A-t_, Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID - Type of ID
APPROVALS: ZONING:
COMMENTS:
t
Sigi ure of Notary -State of Florida Date
Ay pol,
o PATRK:IAA. KADLAC
MY COMMISSION t EE 87M
EXPIRES: March 28, 2017
J'
lFor Ft Bonded Thru Budget Notuy Services
Contractor/Agent is X_ Personally Known to Me orProducedIDTypeofID
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Rev 11.08
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselherry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: f — )=('2 —. L iy
1 hereby name and appoint: J , A lhakl
If
an agent of:
Name of Company)
to be my lawful attorney- in- fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one'option):
All pen -nits and applications submitted by this contractor.
The specific pcnnit and application for work located at:
2c.9vo P _ Ito - ,
Street Addrecs)
Expiration Date for This Limited Power of Attorney: j I — J.6 — 4=c2 L e/
License Holder Name:_ , o l 4 . vi '0 A
State License Numbe
Signature of License
STATE OF FLORIDA
COUNTY OF Q . 6
The foregoing instrument was acknowledged before me this day of ,
204___, by L' kL atiLQ - C a 4 A o a who isoerso own
to me or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
PATRICIA A. KADIAC
My COMMISSION i EE 878284
EXPIRES: March 28, 2017
Fde B,*TNuBuWNaMServiM
rpm F d
Rev. 3/27/07)
Signature
Print or type name
Notary Public - State of [-- Lvr -
Commission No. j L 'P 7 do
My Commission Expires: f/lij G
J.aO [7
July 15, 2014
Jonathan Gum
All -In Construction
Approved Electric Co. of Florida
4874 S. Orange Ave., Orlando, FL 32806
PH: 407-851-1220, FX: 407-851-1226, email: aencsbonline.net
RE: 2000-16`h St.
Sanford, FL
Dear Jonathan,
Please accept our quote for the electrical work as per listed below. This includes meeting
all local code requirements for the job referenced above.
1. 150 amp underground service
2. 3 weatherproof receptacles with 5 GFCI receptacles, 3 in use covers
3. 35 regular receptacles
4. 18 quiet type Decora single pole switches
5. 2 quiet type Decora 3 way switches
6. 20 regular lighting outlets
7. Wire for 2 bath fans, supplied and vented by others
8. Furnish and install 3 regular smoke detectors, 1 carbon monoxide smoke
detectors, tied together with battery back up
9. Wire for 3 paddle fan outlets
10. Wire for 1 dishwasher outlet
11. Wire for 1 disposal outlet
12. Wire for 1 microwave outlet
13. Wire for 1 range circuit
14. Wire for 1 furnace circuit
15. Wire for 1 air conditioner circuit
16. Wire for 1 water heater circuit
17. Wire for 1 washer circuit
18. Wire for 1 dryer circuit
19. Wire for 1 chime circuit
20. Wire for 1 pull chain in attic
21. 5 arc fault combos
22. Bond footer steel
Fixtures are not included with this bid. We hereby propose to furnish and install
all labor and material, complete in accordance with the above listed for contract price of
4,427.86 70% payment due upon completion of rough; balance due upon completion of
the job. Thank you for the opportunity to bid on this project.
Sincerely,
John Findlay
7// _ '/' ,
A --,-
Z-1
au I I
Application for Right -of -Waypwww.sanfordn.gov
for Driveway, Walkway & Lan
Fy D9 Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the Ctty's regulations and the
attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's
right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and
location of the existing right—of-way and use shall be provided or application could be delayed. ~
Ifner rhare tiebw.
Call before you dig.
1. Project Location/Address:
2. Proposed Activity:
3. Schedule of Work:
0 Driveway Walkway, Other:
Start DateU 606 Comp ton Date
4. Brief Description of Work:
Maintenance Responsibilities/Indemnification
Emergency Repairs
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said
installatiortlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater
facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate andlor repair
as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve-
ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropnate notice,
restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oounalpersons, agents, servants, or employees
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement,
and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the
City's right-of-way.
I have read and understand the above statement and by signing this application I agree to its terms.
I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution.
Signature: Date:
Pre -pour Inspection by:
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Date:
September 2010 ROW Use Onveway.pdf
APPLIES TO BOTH SIDES, IF APPROPRIATE) -J
D
PROPERTY LINE
5'
T J
SIDEWALK:
t •
A:
v • / ' A
ti. •
SEE TABLE ', .' 1/2" EXPANSION JOINT
RADIAL APRON ' ' • ''' ' ..
5' R MIN. ''S ' • • : ..
1 ••...' ..• • r.
a
CURB TRANSITION . : • • ; • . _
12" •
3' REMOVE AND REPLACE CURBING. DO NOT CURB TRANSITION
D BREAK OFF BACK OF CURB.
5'
PLAN
BACK OF SIDEWALK SPP TARI P - I
ELEVATION
FRONT OF SIDEWALK
PROPERTY
MIN.5' 1 VARIES
2,
LINE SIDEWALK DRIVEWAY APRON DROP
CURB
NOTES:
SLOPE NOT TO 1/2"
EXCEED 0.02
6" THICK, 3000 PSI CONCRETE EXPANSION 1. WHERE VERTICAL CURBING
FROM CURB TO PROPERTY
JOINT EXISTS, THE SAME PROCEDURES
LINE SHALL APPLY.
SECTION A -A 2. EXISTING SIDEWALKS, IF NOT 6"
THICK SHALL BE REMOVED &
REPLACED WITH 6" THICK 3000PSI
CONCRETE TO MATCH
DRIVEWAY WIDTH, FEET DRIVEWAY.
RESIDENTIAL NON-RESIDENTIAL NON-RESIDENTIAL
1-WAY 2-WAY
MIN. 9 16 24
MAX. 1 18 20 40
DRIVEWAY DETAIL
I City of Sanford FIGURE
Department of Planning & WITH CURB & GUTTER N-9
Development Services Date: Drawn By:
1/24/2012 M. JONES
MAP OF SURVEY
132'
V , A0
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CONG. PAD SHOWN.
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Q I COUNTY BENCHMARK 114774501
H
a I I PROPOSED m WITH A PUBLISHED ELEVATION OF
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O II DATUM OF 1988.
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0
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of 1
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rye' DRIVEWAY 2
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W. 16TH STREET (R/W VARIES)
x xt x29.15 x29.15
x x1'
SITE BENCHMARK 12, BOX CUT IN SITE BENCHMARK 1, BOX CUT IN
Q CENTERLINE OF 5' SIDEWALK ON CENTERLINE OF 5' SIDEWALK ON
L SOUHT RIGHT OF WAY W. 16TH SOUHT RIGHT OF WAY W. 16TH
p STREET, ELEVATION OF 29.03'. STREET, ELEVATION OF 28.64'.
BOUNDARY 6c TOPOGRAPHIC SURVEY CERTIFIED TO: ALL -IN CONSTRUCTION. FIELD DATE:JULY 15, 2014
SCALE: ' =2DRAWN BY, A. R.
BEARING STRUCTURE BASED DN THE NORTH
THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, A. 0070 F, CITY OF SANFORD, FLORIDA
RIGHT OF WAY LINE OF V. 16TH STREET.
LEGEND IR - IRON ROD
BC -BACK OF CURB
L - ARC LENGTH REW PfiQQ
PLOT PLAN - - CALC CALCULATED
CENTERLINE
MMEAS--
LIC' SSURE51NE55ADDED IRONIC
1{'1M.A.P.
DMS - METAL SHED
CENTRAL ANGLE N&0 - NAIL & DISK
CLF - CHAIN LINK FENCE
CONC - CONCRETE
CBW - CONCRETE BLOCK WALL
I - NUMBER
OHE - OVERHEAD ELECTRICAL Land Surveying, Inc. TA OF L A
CM
CP
OL - ON LINE
CONCRETE MONUMENT PPOS - POINT OF BEGINNING
CONCRETE PAD
T NO. 6124 IIIl
alp
CW CONCRETE WALKWAY
POC - POINT OF COMMENCEMENT
S
COVO - COVERED
DESC - DESCRIPTION
PC - POINT OF CURVATURE
PP - POWER POLE
P&M
4515 Curry Ford Rd.
SURVEYO
DW DRIVEWAY
PLAT & MEASURED
R -RADIUS
Suite C
Andrew Perr P.S.M. DE - DRAINAGE EASEMENTPerry, R/W - RIGHT OF WAY Orlando Fl. 32812
E
E/P
EASEMENT
EDGE OF PAVEMENT
TM - TYPICAL PH. 407 896 4557 Professional Surveyor Mapper 6124or
FFE
UE - UTILITY EASEMENT
FINISHED FLOOR ELEVATION US - UTILITY BOX FAX 407 277 3778 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
FND
IP
FOUND
IRON PIPE
WF - WOOD FENCE E-Mail RAISED SEAL, OR THE ELECTRONIC SIGNATURE AND SEAL
GUY WIRE ANCHOR Maplandsurvey@cfl.rr.com LB y7084 OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.'
RECORD COPY
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: ALLIN 1517 house faces south Builder Name: ALL IN CONSTRUCTION
Street: 2000 16th street Permit Ol lce: 5AtJF0R-x>
City, State, Zip: SANFORD , FL , Permit Number: iy- 20-f -I
Owner: Jurisdiction: `q ISoJ
Design Location: FL, Orlando
1. New construction or existing New (From Plans) 9. Wall Types (1328.0 sgft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1080.00 fl'
b. Frame - Wood, Adjacent R=11.0 248.00 ft'
3. Number of units, If multiple family 1 c. NIA R= ft'
4. Number of Bedrooms 3 d. N/A R= fN
10. Ceiling Types (1517.0 sgft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1517.00 ft
6. Conditioned floor area above grade (ft') 1617 b. NIA R= ft'
Conditioned floor area below grade (ft') 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(92.0 sgfl.) Description Area a. Sup: Attic, Ret: RoomslnBlockl, AH: RoomslnBlo 6 50
a. U-Factor; Dbl, U=0.63 92.00 ft'
SHGC: SHGC=0.35
b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC:
a. Central Unit 23.0 SEER:16.20
c. U-Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 23.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.350 14. Hot water systems
a. Electric Cap: 40 gallons
8. Floor Types (1517.0 sqft.) Insulation Area EF: 0.920
a. Slab -On -Grade Edge Insulation R=0.0 1517.00 R' b. Conservation features
b. N/A R= ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.061
Total Proposed Modified Loads: 26.62 PASSTotalStandardReferenceLoads: 37.62
1 hereby certify that the plans and specifications covered by Review of the plans and THE S-P
this calculation are in compliance with the Florida Energy specifications covered by this ys 0, Code.
calculation indicates compliance y
with
the Florida Energy Code, rnnr '..;+:1•;;.,. „n0 PREPARED
BY. DATE: _ _. -
7 Before
construction is completed this
building will be inspected for compliance
with Section 653.908 I
herebycertify that this building, as designed, is in compliance fY9 g p Florida
Statutes. f COD
withtheFloridaEnergyCode. WO OWNER/
AGEn_. _ - .. DATE:
Zi- BUILDING
OFf Ct DATE: S.".ls---- Compliance
requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1
4- 2 0 7' SSANFORD J
7...,, ^i 7/
16/2014 11:19 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
PROJECT
Title: ALLIN 1517 house faces sout Bedrooms: 3 Address Type: Street Address
Building Type: FLProp2010 Conditioned Area: 1517 Lot #
Owner: Total Stories: 1 Block/SubDivislon:
of Units: 1 Worst Case: No PlatBook:
Builder Name: ALL IN CONSTRUCTION Rotate Angle: 0 Street: 2000 16th street
Permit Office: SEMINOLE COUNTY Cross Ventilation: County: SEMINOLE
Jurisdiction: Whole House Fan: City, State, Zip: SANFORD ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
v IECC Design Temp Int Design Temp Heating Design Dally Tamp
Design Location TMY Site Zone 97.6 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANOO INTLJ4R 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blocki 1517 12136
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 RoomslnBlockl 15117 12136 Yes 3 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter_ R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio RoomslnBlockl 126 R 0 1617 ft2 0 0 1
ROOF
Roof Gable Roof Solar SA Emilt Emilt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1643 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1517 ft2 N N
CEILING
Ceiling Typ Space R-Value Area Framing Frac Truss Type
1 Under Attic (Vented) RoOmsin81ock1 30 1517 ft2 0.11 Wood
a
TT0&-drig
7/16/2014 11:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Omt To WalLType __.. See--._ -R=Value Ft n—Ft In . Area R-Value.. Fraction Absor--Grade°
1 E Exterior Concrete Block - Int lnsl$oomsInBloc 4.1 22 8 176 ft' 0 0.75 0
2 S Garage Frame - Wood RoomslnBloc 11 12 8 96 ft' 0 0.01 0
3 E Garage Frame - Wood RoomslnBloc 11 19 8 152 ft' 0 0.01 0
4 S Exterior Concrete Block - Int lns8loomslnBloc 4.1 28 8 224 ft' 0 0.75 0
5 W Exterior Concrete Block - Int InsEloomslnBloc 4.1 45 8 360 ft' 0 0.75 0
6 N Exterior Concrete Block - Int lnst>joomslnBloc 4.1 40 8 320 ft' 0 0.75 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Wood RoomslnBloc None 0.460000 2 8 6 8 17.77777
2 S Insulated RoomslnBloc None 0.460000 2 8 6 8 20 ft'
WINDOWS
Orientation shown is the entered Proposed orientation.
Wall Overhang
V/ # Ornt ID Frame Panes NFRC U-Factor SH_GC Storms Area Depth _Separation Int Shade Screening
1 S 4 Metal Low-E Double Yes 0.63 0.35 N 30 ft' 1 ft 0 M 1 ft 0 In HERS 2006 None
2 W 5 Metal Low-E Double Yes 0.63 0.35 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None
3 W 5 Metal Low-E Double Yes 0.63 0.35 N 4 ft' 1 ft 0 In 1 ft 0 in HERS 2006 None
4 N 6 Metal Low-E Double Yes 0.63 0.36 N 30 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None
5 N 6 Metal Low-E Double Yes 0.63 0.35 N 4 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None
6 E 1 Metal low-E Double Yes 0.63 0.35 N 9 ft' 1 ft 0 In 1 110 in HERS 2006 None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 240 ft' 240 W 55 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 BySpaces Proposed SLA 0.000360 1432.4 78.641 147.89 0.2628 7.0821
HEATING SYSTEM
System Type Subtype _ Efficiency_ Capacity Block_ Ducts
1 Electric Heat Pump None HSPF: 9 23 kBtu/hr 1 sys#1
7/16/2014 11:19 AM EnergyGauge D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
r COOLING SYSTEM
i # System Type Subtype Elflclency Capacily Air Flow SHk Block Ducts
1 Central Unit Split SEER: 16.2 23 kBtu/hr 690 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservatlon
1 Electric None Garage 0.92 40 gal 60 gal 120 deg None
SOLAR HOT-WATER SYSTEM
FSEC Collector Storage
Cart # Company Name System Model # Collector Model Area Volume FEF
None None ft
DUCTS
Supply ---- Return ---- Air Percent HVAC #
V/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool
1 Atlic 6 50 fill RoomslnBloc 50 f' DSE4.88 RoomslnB10.0 cfm 0.00 % 0.00 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Mar Apr May Jun [X] Jul Aug Sep X Oct Nov DecHeating1XXjXFebJanIXIrX] Mar XApr 1XI JXXJMay Jun Jul IXXI JXXJAugSep rX XIOct IXXJ Nov IXXIDec Venting XJanXFebMarXAprIX] X May XJun XJulXAugSepXOct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4
5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78
78 78 78 78 78 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 7/16/2014 11:19 AM
EnergyGouge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 2000 16th street PERMIT #;
SANFORD, FL,
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT I SECTION
Air leakage
Thermostat &
controls
Ducts
Water heaters
Mechanical
ventilation
Swimming Pools
Spas
SUMMARY OF REQUIREMENT(S)
402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
403.1 At least one thermostat shall be provided for each separate heating and
cooling system. Where forced -air furnace Is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 603.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
electric) or shutoff (gas). Circulating system pipes insulated to = R-2
accessible manual OFF switch.
403.5 Homes designed to operate at positive pressure or with mechanical
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except.if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficlency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating 1403.6
equipment
Ceilings/knee walls 1 405.2.1
Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into two
or more stages.
R-19 space permitting.
CHECK
7/16/2014 11:19 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
ENERGY PERFORMANCE -LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 71
The lower the EnergyPefformarice index, the'more efficient the home.
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=0.63
SHGC: SHGC=0.35
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
2000 16th street, SANFORD, FL,
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1080.00 ft=
b. Frame - Wood, Adjacent R=11.0 248.00 ft
1 C. N/A R- ft'
3 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1517.00 ft'
1517 b. N/A R= ft'
c. N/A R= ft'
Area
11. Ducts R fl'
92.00 ft' a. Sup: Attic, Ret: RoomslnBlockl, AH: RoomsinBlo 6 50
ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 23.0 SEER:16.20
ft'
1.000 ft.
0.350
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1617.00 ft'
b. N/A R= ft'
c. N/A R= ft'
13. Healing systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
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. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant featur s.
Builder Signature: 7i Date:
Address of New Home: City/FL Zip:
kBlu/hr Efficiency
23.0 HSPF:9.00
Cap: 40 gallons
EF: 0.92
Pstat
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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge(& USA - FlaRes2010 Section 405.4.1 Compliant Software
All -in 1517
HVAC Load Calculations
for
All In Construction
275 Hunt Park Cove
Longwood, FI. 32750
HV- AC RUSIDANIIAL
HVAC LOADS
Prepared By:
James A. D'Amico
Maximum Air Conditioning Services, Inc.
2681 Mercy Dr.
Orlando, FI 32808
407-297-1364
Wednesday, July 16, 2014
Rhvac Is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
loc.
M 7
4,
04ando, - FL-32 ageP 2'
Project Report
11 n XFIN
Project Title: All -in 1517
Designed By: James A. D'Amico
Project Date: July 11, 2014
Client Name: All In Construction
Client Address: 275 Hunt Park Cove
Client City: Longwood, Fl. 32750
Client Phone: 407-275-5591
Company Name: Maximum Air Conditioning Services, Inc.
Company Representative: James A. DAmIco
Company Address: 2681 Mercy Dr.
Company City: Orlando, FI 32808
Company Phone: 407-297-1354
Company Fax: 407-296-0062
Company E-Mail Address: maxacjim@aol.com
Reference City: Sanford, Florida
Building Orientation: Front door faces South
Daily Temperature Range: Medium
Latitude: 28 Degrees
Elevation: -89 ft.
Altitude Factor: 0.997
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 38 35.63 80% n/a 72 n/a
Summer: 95 76 42% 50% 75 40
Total Building Supply CFM: 800 CFM Per Square ft.: 0.530
Square ft. of Room Area: 1,510 Square ft. Per Ton: 848
Volume (ft-) of Cond. Space: 12,080
Ig -mot; 9'rs:z
Total Heating Required Including Ventilation Air: 26,180 Btuh 26.180 MBH
Total Sensible Gain: 16,550 Btuh 77 %
Total Latent Gain: 4,822 Btuh 23 %
Total Cooling Required Including Ventilation Air: 21,372 Btuh 1.78 Tons (Based On Sensible + Latent)
Sig, '1V2
Rhvac Is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\UserskJames\DocumentskElite SoftwarekRhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
F=.:' -_ .r :..:; =--'.=',-= ellte.spftwaro:Develgprltent;Inc,
rium - 77• Alr'Condl.
a
Rrhvlc'-Residiontial&--L-,IghtConl nercial,HVAC46ats:
e :'32i3 93FL-. 086c16heouSReport
lS
iF'. - 33 t;-' ' ?.:i:..''. L:f.=`• li.•r L2i. <i
1 uta'ta :i-x'-i =L,- fy, ; a ., ...R-• :>i p _ :'-:-~Di ience
Winter: 38 35.63 80% n/a 72 n/a
Summer: 95 76 42% 50% 75 40.28
LID \'r._ J.}cui:.I.i •4-'y11:... 'r.. '.
1-1 J.'t Y i.:.... -_ •• y{' T! '•_...-r7.1f_.i,r... Sixiii Iri ft
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: Yes Yes
Roughness Factor: 0.01000 0.01000
Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 550 ft./min 450 ft./min
Maximum Velocity: 600 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 12 in. 8 in.
c.G-'S'.,-"v.rs?psi - -A. _, - .-iit-' :=T — _=ii 'a:Cs-t-_.t rl ••_`•,.ur-.r^. a._=..a=i ..::_.l l • :• O0tsl a°AI[rData i r =: - __ _ _ '. • ti.:_.,:--.:-?i`'-;';>z i:ti__;=
Winter Summer
Infiltration Specified: 0.380 AC/hr 0.200 AC/hr
77 CFM 40 CFM
Infiltration Actual: 0.380 AC/hr 0.200 AC/hr
Above Grade Volume: X 12,080 Cu.ft. X 12,080 Cu.ft.
4,590 Cu.ft./hr 2,416 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration: 77 CFM 40 CFM
Total Building Ventilation: 85 CFM 85 CFM
System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 21.93 = (1.10 X 0.997 X 20.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 27.30 = (0.68 X 0.997 X 40.28 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 37.28 = (1.10 X 0.997 X 34.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.380 AC/hr (77 CFM), Construction: Average
Summer Infiltration Specified: 0.200 AC/hr (40 CFM), Construction: Average
iDuaticia` i_fi' c low of t= S s sir <1=—:u="` :; t ,:*L ' ..-•- - ,,'-:. LL ,; -
yl ' i=<„ . , y_ _•,':y a
y.(.h
y:_
So.S>: T+.: .'<-. - = 'S.•n-_`L'':i 3)'. -Ss.K _ _ - ci`7f "•Z`- i. t7 { . St 11GCi f. ,-r+ _- Attica_ x ,r;: >: t . , ,4beC ,. ucd_s=
x-- = _• - Flom.:
r w. = t''.,-ter' oeattonf at e''in i:;. Iieb a -t==TnssilWI
Supply Main Attic 16B
Return Main Cond. Space -
0.12 6 300 No
0.24 6 150 No
C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
Rtt a Rt lsjo tflal d;:.J he.aorprinerafa HVACToad;:=':: ; := ? _ "-= ,; Ma imlim ir:Condiliontn :Servi
E Software.Deyelo mant;-Inc.
All -in
eOrfando`FL 32 0 - u f.: Pa 4
oad Preview Report
Net ft.° Sen Lat Net Sen
Sya
Rg
Sys
C19
Sys
Act Duct
Scope Ton rron Area Oaln Oaln Oaln Loss CFM CFM CFM Size
Building 1.78 848 1,510 16,550 4,822 21,372 26.180 800 800 800
System 1 1.78 848 1,610 16,650 4,822 21,372 26,180 800 800 800 12
Venlitalion 1,864 2,321 4,185 3,169
Duct Latent 602 002
Zonal 1.510 14,086 1,899 16.585 23.011 800 800 800 12
1-kitchen Nook 240 3,133 165 3,298 3,122 109 171 171 14
2-Bedroom2 196 1,981 392 2.373 3,846 134 108 108 1-6
3-Master Suke 480 4,701 640 5.341 8,913 310 256 256 2--7
4-Great Room 209 2,880 420 3,300 4.788 166 157 157 1-7
5-Bedroom 3 168 1,705 282 1,987 1,949 68 93 93 1--8
B-Common Areas 127 285 0 285 393 14 16 16 1-4
C:Wsers\James\DocumentslElite Software\Rhvac 9 ProjectsWLLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
Rhvac;_Reaidential8<L;i ht.om a cIaI.HVAC_Loeds,:",:=: = ` ::=? :'=' `;: ,.=,' `"- ` .SIItR,Software-Damr_ :Velopment, Inc..
MaziliiyRi nth. onn"ditiopin `Beryl . i'= , ;? A 17.
briari'do F.L: 32809 - P a e5
Duct Size Preview
Room or
Source
Minimum Maximum Rough. Design SP Duct Dud Hlg Clg Act. Duct
Duct Name Velocity Velocity Factor L Loss Velocity Length Flow Flow FI w Size
System 1._...
Supply Runouts
Zone 1
1-kitchen Nook Bull -In 450 760 0 0.1 488.9 109 171 1- 8
2-Bedroom 2 Bull -In 450 750 0 0.1 649.7 134 108 14
3-MasterSuke Built -In 450 760 0 0.1 479.1 310
h -
256 2-7
4-Great Room Built -In 450 750 0 0.1 587.1 166 157 1-7
5-Bedroom 3 Built -In 450 750 0 0.1 473 681 93 1-6
6-Common Am as Built -In 460 750 0 0.1 178.1 14 _ _ 16 1--4
Other Ducts In System 1
Supply Main Trunk Built -In 550 600 0 0.1 1018.e 800 •_ ;' 800 12
Summary
System 1
Heating Flow: 800
Cooling Flow. 800
C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
Rhvac.:tep tlpn (a1.8 tLlght.CORterclal HVAC,IQada:. ' :;i :T:" :.: :• ' ' ;EliteSQftWar:poyolopmint, Inc: l
Maximum'p. ondilioninjj.. Se`.l( '{ `°:,==,-s':=
w .5..l1 _- '(- :J " ='
v'' _-:ii.:4:: _ -- ti:,r _,.:. ii,•. y, •.;_ 3F•, ;?. _ -.' - Cr18nd0 M32AO9-i : `: - 5i!i'. s f _:i` - TOi.• _ tii.5 - ;r •i?age B l
Total Building Summa Loads
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable 69 1,477 0 1,457 1,457
window, metal frame with break, ground reflectance =
0.23, outdoor insect screen with 50% coverage, light
color drapes with medium weave with 50% coverage,
u-value 0.63, SHGC 0.35
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable 8 172 0 450 450
window, metal frame with break, ground reflectance =
0.32, u-value 0.63, SHGC 0.35
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable 15 321 0 299 299
window, metal frame with break, u-value 0.63, SHGC
0.35
11 J: Door -Metal -Fiberglass Core 20.2 413 0 377 377
11 D: Door -Wood - Solid Core 18.6 246 0 224 224
13A-4ocs: Wall -Block, board insulation only, R-4 board 919.8 4.473 0 2,671 2,671
Insulation, open core, siding finish
12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud 229.4 757 0 394 394
cavity, no board insulation, brick finish, wood studs
1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1510 1,642 0 2,658 2,658
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-30 insulation
22A-pl: Floor -Slab on grade, No edge insulation, no 165 5,549 0 0 0
insulation below floor, any floor cover, passive, light
dry soil
Subtotals for structure: 16,050 0 8,630 8,530
People: 4 800 920 1,720
Equipment: 0 1,200 1,200
Lighting: 0 0 0
Ductwork: 5,109 602 3,142 3,744
Infiltration: Winter CFM: 77, Summer CFM: 40 2,852 1,099 883 1,982
Ventilation: Winter CFM: 85, Summer CFM: 85 3,169 2,321 1,864 4,185
Exhaust: Winter CFM: 85, Summer CFM: 85
AED Excursion: 0 0 11 11
Total Building Load Totals: 26,180 4,822 16,560 21,372
r..._
r...,,et r t. __--fir -_,-.; `-r :.c=.--• -: cr.i,.r'_.. 21
Total Building Supply CFM: 800 CFM Per Square ft.:
a
0.530
Square ft. of Room Area: 1,510 Square ft. Per Ton: 848
Volume (ft3) of Cond. Space: 12.080
sBL itCll_IHtLQ4 r}- M--vRau >.F - tr r•;•- . -zf'.--i- - _ z=: - -- -- '--< .•_.r.t_
Total Heating Required Including Ventilation Air: 26,180 Btuh 26.180 MBH
Total Sensible Gain: 16,550 Btuh 77 %
Total Latent Gain: 4,822 Btuh 23 %
Total Cooling Required Including Ventilation Air: 21,372 Btuh 1.78 Tons (Based On Sensible + Latent)
Note_-Y:ti=_r ='• }: -,: '` z:c 7_'-_rrE :atis.,_f s - i•. -'T-,2:'- `y'r tn" f°L.;-:-i'a'..c-3..--- •' •'rl. :S r . - =•d "••,;, '`TS'. .._ _ s.,-_-Y Y: - _: _ _-i-.:....,,,___ _is.. ='_-_ -:- _,_;a„-:•. _ --f- - r: .;;----,t..:x t'
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
RhYAF - Ftesldentlal d l,lg- t Commerclel. HVAC Loads =i: _ ;E;Ellte•-$pflwore.Deyelopment,e7MzimuinAir.ond In ''Se • 1':`: - - .l
4. P_
System 9 Main Summary Loads
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable
window, metal frame with break, ground reflectance =
0.23, outdoor insect screen with 50% coverage, light
color drapes with medium weave with 50% coverage,
u-value 0.63, SHGC 0.35
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable
window, metal frame with break, ground reflectance =
0.32, u-value 0.63, SHGC 0.36
2A-b-o: Glazing -Double pane low-e (e = 0.60), operable
window, metal frame with break, u-value 0.63, SHGC
0.35
11 J: Door -Metal - Fiberglass Core
11 D: Door -Wood -Solid Core
13A-4ocs: Wall -Block, board insulation only, R-4 board
insulation, open core, siding finish
12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud
cavity, no board insulation, brick finish, wood studs
1613-30: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-30 insulation
22A-pl: Floor -Slab on grade, No edge Insulation, no
insulation below floor, any floor cover, passive, light
dry soil
Subtotals for structure:
People:
Equipment:
Lighting:
Ductwork:
Infiltration: Winter CFM: 77, Summer CFM: 40
Ventilation: Winter CFM: 86, Summer CFM: 85
Exhaust: Winter CFM: 85, Summer CFM: 85
AED Excursion:
System 1 Main Load Totals:
1,457
8 172 0 450 450
15 321 0 299 299
20.2 413 0 377 377
18.6 246 0 224 224
919.8 4,473 0 2,671 2,671
229.4 757 0 394 394
1510 1,642 0 2,658 2,658
165 5,549 0 0 0
15.050 0 8,530 8,530
4 800 920 1,720
0 1,200 1,200
0 0 0
5,109 602 3,142 3,744
2,852 1,099 883 1,982
3,169 2,321 1,864 4,185
0 0 11 11
26,180 4,822 16,550 21,372
i_.Z 4.-n.- y#_y.: .-ti,'r.. S•:t •a ,..,ter.; ..i. ,.
3C _.1=1gUr,W4a'k:-'c:; ;. SbLi ?_ -i• !c : r> .7.r=- h. _ s!_.-_. > . •:1 - a_.• '..ai ., 1 << ^rks , h..r.. - -. r.. - - 1
Supply CFM: 800 CFM Per Square ft.:
r
0.530
Square ft, of Room Area: 1,510 Square ft. Per Ton: 848
Volume (ft3) of Cond. Space: 12,080
St. ;r .:`_`.,,:,ems:,._- _ -€r;..:_ ;.-c•• _r>.= - _ ;=:iY" : _-,.t=: -v < --^_ri„ ' e--. _..._ > 5:.'::x• ;:.•-• - Systt m.. oads -=•' ..._, ;,----• - - - --- - - - -
Total Heating Required Including Ventilation Air: 26,180 Btuh 26.180 MBH
Total Sensible Gain: 16,550 Btuh 77 %
Total Latent Gain: 4,822 Btuh 23 %
Total Cooling Required Including Ventilation Air: 21,372 Btuh 1.78 Tons (Based On Sensible + Latent)
c:.'-,-r 4
vte.= - _'.. : _,:.f ._-r.:.,, ti...._,
r, - --- .a-=:rsC=:a._.3 -"-- - _ .,.,'•.xai , ,<- =t' ,9-___::.: }-:. _ - _ _ +.*
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
RgKAc, o tdentlaf aaght CommerclaLH_VAC; I,Qada _ s ' = ,:.:; r! _s ' Elite Software DgV&pmentjriO .-
Maxi umAlr Cond Uonln Servl •:,.,-:g;; -._:f,.:..s:: ,; :°..: _ _ _ .. - .-,.,. ,; :. .:
ti.t: ..t - ti.-: ,"i:i -sib• - _ •,s'..:.•.. '..i F-.._ _ s_. __.: l..:i.._. ::r,.: i .s: !. - brlantJo -FL'32808: =4,_-h'.4. _ -_ - .. -.1' _ t - = Pa p 8.
LEquipment Data -System 1 -Main._ _ "•._
Cooling
System Type: Air Source Heat Pump
Outdoor Model: 14HPX-024-230-12
Indoor Model: CBX27UH-024-230"+TDR
Tradename: 14HPX SERIES
Outdoor Manufacturer: LENNOX INDUSTRIES, INC.
Description: Air Source Heat Pump
AHRI Reference No.: 4214602
Nominal Capacity: 23600
Efficiency: 16.2 SEER
Heating
System Type: Air Source Heat Pump
Model: 14HPX-024-230-12
Tradename: 14HPX SERIES
Manufacturer. LENNOX INDUSTRIES, INC.
Description: Air Source Heat Pump
Capacity: 22400
Efficiency: 9 HSPF
I
C:1Users\JameslDocuments\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
i,fthia6 Residentlal,B:LI ht,Conimerclal VAC;,Loads, :: •), ' - :: __ _ - - - -=EIIte:§o ate Development, Inc,
Maximu 'At" I •tn S i:`- IL
Otl - - - aea82808 - d4'
S stem 1, Zone 9 Summary Loads Averae__Load Procedure for Rooms Gore
a +. F` zv-5;_'f.'a r.'1 :._-_ wr l'~' ia rc r'-`` _ reai:ii-.,uS Sipe{! -:. ..a. :`i.:J•5`. 1•r7J' F'} _lifi Q_ R -: ` - ` i•_fL:-' .l i'fY'... ,4a :Ya •%,. -:. .: !'! y_x:.: .-::S _• .G.X.+y`%'iS:^ ,i• ate# 1' o :
t'(
Qe
cl•ip><lo r=- •.s'r;- T<<:,•::Y :•---Q_z--T.;:,. ss• -_r' G rr a-3'•c-:s, r3`sr:Ta i-',.. ,>-.:l ix:;s<.Y s:.;:,_ •.>.,: .. ,,.•Y<`.=: ._.-L- ._.__,- 2A-
b-o: Glazing -Double pane low-e (e = 0.60), operable 69 1,477 0 1,457 1,457 window,
metal frame with break, ground reflectance = 0.
23, outdoor Insect screen with 50% coverage, light color
drapes with medium weave with 50% coverage, u-
value 0.63, SHGC 0.35 2A-
b-o: Glazing -Double pane low-e (e = 0.60), operable 8 172 0 450 450 window,
metal frame with break, ground reflectance = 0.
32, u-value 0.63, SHGC 0.35 2A-
b-o: Glazing -Double pane low-e (e = 0.60), operable 15 321 0 299 299 window,
metal frame with break, u-value 0.63, SHGC 0.
35 1
U Door -Metal - Fiberglass Core 20.2 413 0 377 377 11
D: Door -Wood - Solid Core 18.6 246 0 224 224 13A-
4ocs: Wall -Block, board insulation only, R-4 board 919.8 4,473 0 2,671 2,671 insulation,
open core, siding finish 12B-
Obw: Wall -Frame, R-11 insulation in 2 x 4 stud 229.4 757 0 394 394 cavity,
no board Insulation, brick finish, wood studs 166-
30: Roof/Ceiling-Under Attic with Insulation on Attic 1510 T,642 0 2,658 2,658 Floor (
also use for Knee Walls and Partition Cellings),
Vented Attic, No Radiant Barrier, Dark Asphalt
Shingles or Dark Metal, Tar and Gravel or Membrane,
R-30 insulation 22A-
pl: Floor -Slab on grade, No edge insulation, no 165 5,549 0 0 0 insulation
below floor, any floor cover, passive, light Subtotals
for structure: 15,050 0 8,530 8,530 People:
4 800 920 1,720 Equipment:
0 1,200 1,200 Lighting:
0 0 0 Ductwork:
5,109 0 3,142 3,142 Infiltration:
Winter CFM: 77, Summer CFM: 40 2,852 1,099 883 1,982 System
1, Zone 1 Load Totals: 23,011 1,899 14,686 16,585 I - .
R4i_ - '-1i - _ - _ nY•n+_ i __ :_ •c,'iw"";f .-k..; :'v :C.:..-;',,V r- ':i•- :]+:1: ' ai:` - max; r:"s-_:,_„_,•:.z-_.: ..c-,'--',:' Supply
CFM: 800 CFM Per Square ft.: 0.530 Square
ft. of Room Area: 1,510 Square ft. Per Ton: 1,093 Volume (
ft3) of Cond. Space: 12,080 2iine,
Ldbdsr, =----= -. __ -__ ti:tia:; •,=:'S.._ - -,.-- ..r -s _ r:f:x:. ,. _- t::.'«;_.-,.. '_,=`'` :r
rBtuhTotalHeatingRequired23,011 23.011"l
MBH
Total
Sensible Gain: 14,686 Btuh 89 % Total
Latent Gain: 1,899 Btuh 11 % Total
Cooling Required: 16,585 Btuh 1.38 Tons (Based On Sensible + Latent) 1'.
F._:.: :T-'-':."_``:) .,. -- ::. 1'.'- '_jam•.- :1'-?ii '.`'i - - ,' r3Ei 9.__.a•_ --..1?_:: ..r?a ,, :°'..:f-•?:9`.'Si.' z'ti:.., - computer
RhvacisanACCAapprovedManualJandManualDprogram. Calculations
are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All
computed results are estimates as building use and weather may vary. Be
sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your
design conditions. C:
1Users\James\DocumentslElite Software\Rhvac 9 ProjectMALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
Rhy I eald rttl+lle`Ilary t,Commerctdl .HYAG:LoAda.; - - ;-:,;:.,'•:'^=•:;Elite p r'. _oyeio mRq _Inc,
Ma - amumAlr•di6ontionin erv1 `f • _ -t-_ -j: • , - `s'- =;y.-:;::°;:`-.i;=:.:'-.'AU-in i517
t'. INeddo'''FL-='328U8`` — : 4•"i: - - - `'i`•' "Page-10
S stem 9 Roii: Load Summa
T- `; _, •'- _ >•,.r.-`:.....-*+r;":: -
r: .•- -'--`+.;:'rv_.' •0-.?a^-- ,-----•ajkk- :+,r_-ram _'_:`Y; ; 3-t"t- 3:_s-i ';Cts- ;5 ;-•-: ;`' i -->:-:g+} '>'_ : ., 5':,e.. -7 r_r/y!(> ;r• -
r• ram. _.'Jia ..Yi• 'rr- 4L, 2 -1i." 2 sfx: `f- ' r.Zy?Y+'=•n Lj S
ex fti"Q r' ter= , t. pitch.? a,-
s, r f '• _X t_ s, : a :.tiEg. Z!^:d zz: - y tfi, - -._
Nalne.sc ; ,c.-_- ;f S'F :4::I utL:- }GPM ;.s .elfeiF.__: s>:':VO-F.'
Zone 1---
1 kitchen Nook 240 3,122 41 1-8 489 3,133 165 143 171
2 Bedroom 2 196 3,846 50 1-6 550 1.981 392 90 108
3 Master Suite 480 8,913 116 2-7 479 4,701 640 214 256
4 Great Room 299 4,788 62 1-7 587 2,880 420 131 157
5 Bedroom 3 168 1,949 25 1-6 473 1,705 282 78 93
6_ Common Areas 127_ _ 393 5 1_-4_ 178_ 285 0 13_ 16
Ventilation 3,169 1,864 2,321
Duct Latent 602
System 1 total 1,510 26,180 300 16,550-__ 4,822__ 670 800
System 1 Main Trunk Size: 12 in.
Velocity: 1,019 ft./min
Loss per 100 ft.: 0.255 in.wg
Net Required: 1.78 77% / 23% 16,650 4,822 21.372
Actual: 1.97 75% / 25% 17,700 5,900 23,600
ui me tiM •- yr' (7 n 9 'cam
7 p Rr-"tea-s' +le.iG =•,__ er s -'!, .aS ,?Y:K41{F-F`` _ N7• its sy •4._a..`.K`n'2;.
t `jG •_'Se?+!;:l Sr.' K' . S: _ s - . x _:'Q'-• [ 4YA`.' + L .! ,',! .iC'. "•ii --"- - -.-.--•_-l_ T2.f1 . a3aav_ Ai'•.' 3-._i.I•k'-_
Heating System- Cooling System
Type: Air Source Heat Pump Air Source Heat Pump
Model: 14HPX-024-230-12 14HPX-024-230-12
Indoor Model: CBX27UH-024-230*+TDR
Brand: 14HPX SERIES 14HPX SERIES
Description: Air Source Heat Pump Air Source Heat Pump
Efficiency: 9 HSPF 16.2 SEER
Sound: 0 0
Capacity: 22,400 Btuh 23,600 Btuh
Sensible Capacity: n/a 17,700 Btuh
Latent Capacity: n/a 5,900 Btuh
AHRI Reference No.: n/a 4214602
C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 1517.rh9 Wednesday, July 16, 2014, 11:21 AM
Project Information
Project title: All -in 1517
Designed by: James A. D'AmIco
Project date: July 11, 2014
Project comment:
Client name: All In Construction
Client address: 275 Hunt Park Cove
Client city: Longwood, FI. 32750
Client phone: 407-275-6591
Client fax:
Client comment:
Company name: Maximum Air Conditioning Services, Inc.
Company representative: James A. D'Amico
Company address: 2681 Mercy Dr.
Company city. Orlando, FI 32808
Company phone: 407-297-1354
Company fax: 407-296-0062
Company comment:
Item System_ 1 _
Air Handler Name Main
V
Cooling Description _ Air Source Heat Pump
Cooling Model Type Air Source Heat Pump
Cooling Model Number 14HPX-024-230:12+CBX27UH-024-230"+TDR
oling Effi iency 16.2 SEER
sting Description Air Source
sting Model Type Air Source
ating•Model Number 14HPX-024
ating_Capacity 22400
ating Efficiency 9 HSPF
RECORD COPY
UANFORDRro
RECORD COPY
3P i4_- 2o,-r _M_AP OF SURVEY_
T
APPR0VED PLANS 132'
LA
ENG. DEPT. x
IOk to construct Ouse W14) s acl S as h n.NALSO
FND. 1/2" IR
0 O I FNO/ SET 112-
NO;(11/2" IR
0.29' N. h LB #J 084
I.R.
o ry^
0.30' E. rye. 6 .00. D&
I x In0.9'
Z:
1K
m => +
ILDINGOy15' SET
BACKZJ
I
00 F
w ? THE REMAINDER I GRAVEL I IU) W I I
rye.
x
LL. I I
b
mx'b o
I I I #1 -2.077 x0.
x
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01 v1
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Q
I o I \ \ v % SANF;. o
m t o C ca LO
w
Ui \ \
U
10 \ I x
LOT 48 W
00 xti
ry9ti
13.00, GRAVEL
73.
02 U
NOTE:
i
J I 40.00 \ 1) UNDERGROUND UTILITIES AND I
PROkOSED 1 1 SHOWN. HAVE
NOT BEEN r-
00
CONS PAD 1
C9 I
I 1 I I
J 2) ELEVATIONS BASED ON SEMINOLE 1
COUNTY
BENCHMARK #4774501 H
CL
I I ^ PROPOSED I m WITH A PUBLISHED ELEVATION OF 1
STORY HOUSE I 26.480' NORTH AMERICAN VERTICAL x °
I 1 DATUM OF 1988. N
Y I x I x +r I I 0x x29.5 O
I I ti 3) TOPOGRAPHIC FOR ENGINEERING W
0 I I I
I
x AND DESIGN PURPOSES. m
IIh O
a
I
I PROPOSED
h 13.03 11.6 N
I 13.00' CONC. PAD 28.33' n 8.0 z ° —
I' — ALSO
Z 5 xW
FNDO 1/2" IR x
9 x
o°
ti
a a O ''+ I 5.54' N. O ~
c 25' BUILDING N 054' E. W
L) ,° SETBACK I RAVEL 2Wry
FND.
1/2' IR ry I FND. 1/2" IR FND. 1/2' IR N&
I OJ10.8' Nol 722' DESC T NO# L
66' — — ?g,s x L — .4 121.94' MEAS % g
9. 1,5 , S 13 COATC. 29 A3 29.12 9.
5' CW 66.04 MEAS o
0
PROPOSED 9
A 00
1g 2a 3 E/P ry00 DRIVEWAY $ '\ APRON
ry W.
16TH STREET (R/W VARIES) ti 9ti° x
x`ti x 29.15 x 29.15 x x`ti SITE
BENCHMARK 12, BOX CUT IN SITE BENCHMARK J1, BOX CUT IN 4
CENTERLINE OF 5' SIDEWALK ON CENTERLINE OF 5' SIDEWALK ON SOUHT
RIGHT OF WAY W. 16TH SOUHT RIGHT OF WAY W. 16TH o
STREET, ELEVATION OF 29.03'. STREET, ELEVATION OF 28.64'. BOUNDARY &
TOPOGRAPHIC SURVEY CERTIFIED TO: ALL —IN CONSTRUCTION. FIELD DATE:JULY 15, 2014 CAL ' =
20' 1 DRAWN BY, A. R. BEARING
STRUCTURE BASED ON, THE NORTH RIGHT
OF WAY LINE OF V. 16TH STREET. THIS
BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, NO.120294 0070 F, CITY OF SANFORD, FLORIDA. LEGEND
IR - IRON ROD EW I7E BC -
BACK OF CURB L -
ARC L EN GTH BUSINESS
P
R RONIC
R,Qf" CALC -
CALCULATED MEAS - MEASURED CENTERLINE
MS - METAL SHED M.A.P. lf. AA. T7. 0 -
CENTRAL ANGLE N8D - NAIL & DISK lYl r CLF -
CHAIN LINK FENCE # - NUMBER CONC -
CONCRETE OHE - OVERHEAD ELECTRICAL Land Surveying, Inc. STA OF L A CBW -
CONCRETE BLOCK WALL OL - ON LINE CM -
CONCRETE MONUMENT POB - POINT OF BEGINNING NO.
6124 CP -
CONCRETE PAD POC - POINT OF COMMENCEMENT CW -
CONCRETE WALKWAY PC - POINT OF CURVATURE COVO -
COVERED PP - POWER POLE . 4515 Curry Ford Rd. tiq R DESC -
DESCRIPTION pdcM - PLAT Ec MEASURED Suite C C SURVEYO OW -
DRIVEWAY R -RADIUS EESSMT _
EASEMENT EASEMENT
R/W - RIGHT OF WAY Orlando Fl. 32812 Andrew Perry, P.S.M. E/
P -EDGE OF PAVEMENT TYP -
TYPICAL PH. 407 896 4557 Professional Surveyor & Mapper #6124 FFE -_
FINISHED FLOOR ELEVATION UE - UTILITY EASEMENT FND -
FOUND ue -
unuTY Box FAX 407 277 3778 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL IP -
IRON PIPE -. _ GUY
WREEANCHOR Maplendsurvey®cfl.rr.com LB #7084 OF THIS DFLORIDALICENSEDRSURVEYOR AND EMAPPER
RECORD COPY
Load Calculations
2000 W. 16" St„ Sanford, FL
1517 S . ft. x 3 Va 4551 Va
Special Appliance 3,000 Va
Laundry 1,500 Va
Range 12,000 Va
Water Heater 5,000 Va
Dryer 5,000 Va
Dishwasher 1,440 Va
Disposal 720 Va
Microwave 1,440 Va
Garage Door Opener 720 Va
Pool VA
General Load 35,371 Va
1' 10,000 Va @ 100% 10,000 Va
General Load — 10,000 Va 40% 10,149 Va
Net General Load 20,149 Va
Condensing Unit 7,200 Va
Air Handler 6,500 Va
Total Service VA 33,849 Va
240 Volt = 150 Amps 142
iLD
94-2077
SANFORD
RECORD COPY
J LDIIVG
SANFORO
pFpAR,4.
s'
La
B
PLUMBING ISOMETRIC
N.T.S.
71
A - -
PLUMBING PLAN
ProBuild
Lady Lake, FL
RECORD COPY
ALL -IN CONSTRUCTION
2000 WEST 16th STREET
SANFORD, FL
TRUSS INDEX SHEET
GENERAL NOTES AND DESIGN PARAMETERS
1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO
PROVIDE AS AN INDEX OF TRUSS DRAWINGS
2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT
3. DESIGN LOADS:
ROOF: 37 PSF (SHINGLE)
45 PSF (TILE)
FLOOR: 55 PSF # 1 4- 2 0 7 7
4. WIND DESIGN LOAD INFORMATION -
PER 2010 FBC, REF. ASCE 7-10)
A) BASIC WIND SPEED = 150 MPH (Vult); 116 MPH (Vasd)
B) WIND IMPORTANCE FACTOR = 1.00
SANFORD
C) BUILDING CATEGORY = II
D) WIND EXPOSURE(ALL SIDES) =C O"'
ARTM
E) INTERNAL PRESSURE COEFFICIENTS
ENCLOSED BUILDINGS = +/- 0.18
PARTIALLY ENCLOSED BUILDINGS = +/- 0.55
NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE
APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10
DEFINITIONS CLASSIFYING AS SUCH)
5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR
TYPICAL CONNECTIONS
6. PROFESSIONAL OF RECORD: NOT AVAILABLE AT THIS TIME. N
10ENS rZ j''
s• • 42 04 • —
65 TA E OF
project no
q , checked
j/ l7 %
drawn,
AJ ` 1 201Y date
scale:
YONfk CONNLTING k DIMGN
or RYI k /OCkITLI INC. Ct1IT. OF A&AN IZkTIOW NO. 9177
222 S. WISTYONTI OWE NIT[ 100
DATE07/11/14 PAGE 1
Digitally signed
by William
w
Ranieri
Date:
2014.07.12
PROBuild 15:59:08-04'00'
REQ. QUOTE DATE 06/30/14 ORDER # 69187568
ORDER DATE 07/03/14 QUOTE # 69187568
DELIVERY DATE 12/25/14 CUSTOMER ACCT # 441973
DATE OF INVOICE CUSTOMER PO # 7044786
ORDERED BY INVOICE #
TERMS
ENTERED BY Canning, Ms. Bonnie J
JOBSITE PHONE # Designer James Jonas Jr.
H
P
0
2O00 W 16TH STREET
2000 W 16TH STREET
SANFORD, FL 32771
JOB NAME:2000 W 16TH STREET
MODEL:CUSTOM TAG: ROOF
LOT # 2000 SUBDIV:CUSTOM RES
JOB CATEGORY: ROOF
DELIVERY INSTRUCTIONS:
o
n
T0
COD C08 1
SPECIAL INSTRUCTIONS:
PIF VIA C/CD 7 3.14 BC
Engineer of Record License # Addressl Address2 City, ST Zip
FOR Test 1
Bldg Code: FBC201 O/TP12007 Wind Des Method Exposure Cat Occupancy Cat Velocity / TC Dead / BC Dead
Bldg Cat: Residential MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 C 1 II 1 150.000 / 5.000 / 5.000
ROOF TRUSSES LOADING I TOLL-TWL-BOLL-BCOL STRESS WCR ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
INFORMATION 20.0-10.0-0.0-10.0 1 1.25
PROFILE OTY PITCH TYPE
ID
BASE
O/A
LUMBEB OVERHANG
REACTIONS
PLY TOP BOT TOP BOT LEFT RIGHT
1 4.00 0.00
COMMON
A01
40-00-00
40-00-00 2 X 4 2xa 01-00-00 01-00-00
Joint 2 Joint 10
2080.0lbs 2080.0 Ibs.
901.4lbs.-901.41bs.
0.00
HIP
A02
40-00-00
40-00-00 2xa 2 X 4 01-00-00 01-00-00
Joint 2 Joint 11
2080.0 Ibs. 2080.0 Ibs.
901.41bs.-901.41bs.
2 4.00 0.00
HIP
A03
40-00-00
40-00-00 2 X 4 2 x 4 01-00-00 01-00-00
Joint 2 Joint 11
2080.0 Ibs. 2080.0 Ibs.
901.41bs.-901.41bs.
2 4.00 0.00
HIP
A04
40-00-00
40-00-00 2 x 4 2 X 4 01-00-00 01-00-00
Joint 2 Joint 8
2080.0 Ibs. 2080.0 Ibs.
901.41bs.-901.41bs.
1 4.00 0.0o
ROOF
A05
40-00-00
40-00-00 2 X a 2 x a of-oo-oo 01-00-00
Joint 2 Joint 9
2079.7 Ibs. 2080.3 Ibs.
901.1 Ibs.-901.8lbs.
1 4.00 0.00
HIP
A06
40-00-00
40-00-00 2 X 4 2 X 4 01-00-00 01-00-00
Joint 2 Joint 8
2080.0 Ibs. 2080.0 Ibs.
901.41bs.-901.4lbs.
1 4.00 0.00
ROOF
A07
40-00-00
40-00-00 2 X 4 2 X 4 01-00-00 01-00-00
Joint 2 Joint 9
2078.4 Ibs. 2081.6 Ibs.
900.21bs.-902.71bs.
1 4.00 0.00
HIP
A08
40-00-00
40-00-00 2 X 4 2 x a 01-00-00 01-00.00
Joint 2 Joint 10
2080.1 Ibs. 2079.9 Ibs.
901.51bs.-901.4lbs.
1 4 00 0.00
ROOF
A09
40-00-00
40-00-00 2 X 4 2 x 4 01-00-00 01-00-00
Joint 2 Joint 10
2080 3 Ibs 2079.7 Ibs.
903.11bs.-899.81bs.
1 4.00 0.00
HIP
A10
40-00-00
40-00-00 2 X 4 2 x 4 01-00-00 O 1-00-00
Joint 2 Joint 10
2080.0 Ibs. 2080.0 Ibs.
901.41bs.-901.41bs.
HROOF4.00 0.00 Al 1
40-00-00
40-00-00 2 X 4 2 X 6 01-00-00 01-00-00
Joint 2 Joint 13
3141.7 5081.9 tbs.
1"y 4.00 0.00
HIP GIRDER
Al 2
40-00-00
40-00-00 2 X 4 2 x 6 01-00-00 01-00-00
Joint 2 Joint 10
380® 380®
1 4.00 0.00
HIP
B01
28-04-00
28-04-00 2 X 4 2 X 4 01-00-00
Joint 2 Joint 8
1497.6 Ibs. 1415.7 Ibs. '•':.,..• '
in•.
662.41bs.-581.31bs. s
1 4.00 0.00
HIP GIRDER
B02
1 28-04-00
28-04-00 2 X 4 2 X 6 01-00-00
Joint 2 Joint 9 f %y
P7B® P70®
No
32
i
s STATE OF
NX
JUL 14 2014 ss/p'"69-
NAI.
William M. Ranieri, P #42704
nATF07111/14 PAM: 9
tm
PRQ$ulld
REQ. QUOTE DATE 06/30/14 ORDER # 69187568
ORDER DATE 07/03/14 QUOTE # 69187568
DELIVERY DATE 12/25/14 CUSTOMER ACCT # 441973
DATE OF INVOICE CUSTOMER PO # 7044786
ORDERED BY INVOICE #
TERMS
ENTERED BY Canning, Ms. Bonnie J
JOBSITE PHONE # Designer James Jonas Jr.
N
o
2000 W 16TH STREET
2000 W 16TH STREET
SANFORD, FL 32771
JOB NAME:2000 W 16TH STREET
MODEL:CUSTOM TAG: ROOF
LOT # 2000 SUBDIV:CUSTOM RES
JOB CATEGORY: ROOF
DELIVERY INSTRUCTIONS:
o
o
T0
COD C08 1
SPECIAL INSTRUCTIONS:
PIF VIA C/CD 7.3.14 BC
Engineer of Record License # Addressl Address2 City, ST Zip
FOR Test 1
Bldg Code: FBC201 OITP12007 Wind Des Method Exposure Cat Occupancy Cat Velocity / TC Dead / BC Dead
Bldg Cat: Residential MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 C II 150.000 / 5.000 / 5.000
ROOF TRUSSES LOADING
INFORMATION
TCLL-TCDL-8CLL-8CDL STRESS INCR ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
20.0-10.0-0.0-10.0 1.25
PROFILE OTY PITCH TYPE
ID
BASE
O/A
LUMBI HANG REACTIONSPLYTOPBOTTOPBOTLEFTRIGHT
JACK -OPEN 00-11-11 Joint 2 Joint 3
10 4.00 0.00 Cl 00-11-11 2 X 4 2 X 4 01-00-00 153.1 Ibs. 7.9 Ibs.
133.31bs.-9.1lbs.
JACK -OPEN 02-11-11 Joint 2 Joint 3 Joint 4
10 4.00 0.00 C3
02-11-11 2 X 4 2 X 4 Ot-00-00 252.7 Ibs. 83.2lbs. 48.7 Ibs.
145.4 Ibs. -54.4 tbs. 0.3 tbs.
JACK -OPEN 04-11-11 Joint 2 Joint 3 Joint 4
9 4.00 0.00 C5 04-11-11 2 X 4 2 X 4 Ot-00-00 374.0 Ibs. 145.1 Ibs. 79.5 Ibs.
187.9 Ibs. -99 7 Ibs. 5.9 Ibs.
JACK -OPEN 04.11-11 Joint 1 Joint 2 Joint 3
1 4.00 0.00 C5S O4-11-11 2 X 4 2 X 4 289.7 Ibs. 147.0 Ibs. 81.0 Ibs.
104.4 Ibs. 101.3 Ibs. 4.0 Ibs.
JACK -OPEN 07-00.00 Joint 2 Joint 3 Joint 4
23 4.00 0.00 E7 07.00-00 2 X 4 2 X 4 Ot -00-00 500.1 Ibs. 206.2 Ibs. 109 8 Ibs.
234.0Ibs.-144.1Ibs. 13.11bs.
JACK -OPEN 07-00-00 Joint 2 Joint 3 Joint 4
o - 3 4.00 0.00 E71 07-00-00 2 X 4 2 X 4 03-00-00 671.7 Ibs. 202.1 Ibs. 105.7 Ibs.
407.7 Ibs. -137.7 Ibs. 20.0 tbs.
MONOPITcH Joint3051 2PIy4.00 0.00E7G 07-00-00 2 X 4 2 X 8 Joint
954.
5 Ibs. 0 Ibs. 806.
51bs JACK -
OPEN 09-10-01 Joint 2 Joint 4 Joint 5 5
2.83 0.00 R7 09-10-01 2 X 4 2 X 4 01-05-00 710 2 Ibs. 201.6 Ibs. 409 9 Ibs. 333
9 Ibs. -131.1 Ibs. -129.3 Ibs. FLOOR
02-00-00 Joint 1 Joint 2 Joint 3 1
4.00 0.00 Vol 02-
00-00 2 X 4 2 X 4 55.1 tbs. 44.1 Ibs. 22.0 Ibs 18.
9 lbs. -31.9 tbs. 5.5 lbs. FLOOR
04-00-00 Joint 1 Joint 3 1
4.00 0.00 V03 04-
00-00 2 X 412 X 4 147.8 Ibs. 147.8 Ibs. 50.
71bs.-70.71bs FLOOR
06-00-00 Joint 1 Joint 3 1
4.00 0.00 V05 06-
00-00 2 X 4 2 X 4 247.8 Ibs. 247.8 Ibs. 111 85.0 Ibs. -118 6 Ibs. ITEMS
OTY
I ITEM TYPE I SIZE 130
PC & LL Misc Items 1 1 112 Seat Plate 1
PC & LL Hangers I HGUS 26-2 LENGTH
I PART NUMBER FT-
IN-16 LICENSE •_'
1:
N-sU* ;
No.42704 STATE
OF OLI; -
4 dRIP, JUL
14 2014 S'ONp, William
M. Ranieri, P #42704
DATE07/11/14 PAGE 3
REQ. QUOTE DATE 06/30/14 ORDER # 69187568
ORDER DATE 07/03/14 QUOTE # 69187568
DELIVERY DATE 12/25/14 CUSTOMER ACCT # 441973
DATE OF INVOICE / / CUSTOMER PO # 7044786tmORDEREDBYINVOICE #
TERMS
MUM FJOJOBSITNTERED BY Canning, Ms. Bonnie J
EE PHONE # Designer James Jonas Jr.
a 2000 W 16TH STREET JOB NAME:2000 W 16TH STREET LOT# 2000 SUBDIV:CUSTOM RES
P 2000 W 16TH STREET MODEL:CUSTOM TAG: ROOF JOB CATEGORY: ROOF
o SANFORD, FL 32771 DELIVERY INSTRUCTIONS:
S COD COB 1
LD SPECIAL INSTRUCTIONS:
T
PIF VIA C/CD 7.3.14 BC
0
Engineer of Record License # Addressl Address2 City, ST Zip
FOR Test 1
ITEMS
CITY ITEM TYPE SIZE LENGTH PART NUMBER NOTES
FT-IN-16
3 PC 8 LL Hanger HTU 26
I=
UCENSE ".
No.42704
sSTATE OF tv
ass ........
0.' William
M. Ranieri, P #42704
Job Truss Type Oty Ply
69187568 7X1 Common 1
Job Reference (optional)
ProBulld East, Lady Lake, Florida, James Jonas Run 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 36 58 2014 Page 1
ID:I VYmRMy_5cUvOP2cf24 RIozOUps-R8Gza4pDL3xXYB8vcA7r2003V DnJokdo7Kehenyz9?
20-0-0 40-0-0
20-0-0 20-0-0
5x8 = Scale . 1 57.
Camber - 13/16 ir
400 FIT 6
30
24 25
30
5 7
3x8 MT20H 3x8 MT201izz
20
4
20
3 W3 W3 9
23 26
2
1 10 11 n
Ic?
16 15
14 13 12
3x4 = 010 MT20H =
3x8 =
4x10 MT20H= 3.4 =
300 —
300 =
0-6.0(0.2-7) 0.6-0(0-2-7)
2080111/-9010 2080*/-9010
1-0 40-0-0 1-0-
0- 40-0-0 0
Plate Offsets X 2,0-5-2 0-1-8 10.0-5-2 0-1-8
LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 200 Plates Increase 1.25 TC 0.B8 Vert(LL) 0.49 12-14 >978 240 MT20 2441190
TCDL 20.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -1.14 12-14 >421 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.29 10 rt/a n/a
BCDL 10.0 Code FBC20101TPI2007 Matrix-M) Weight 186lb FT - 20%.
LUMBER BRACING
TOP CHORD 2x4 SYP M 30 *Except' TOP CHORD Structural wood sheathing directly applied.
T1 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing
BOT CHORD 2x4 SYP M 30 WEBS 1 Row at micipt 7-14. 5-14
WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance w th
Slablizer Installation ouide.
REACTIONS (lb/size) 2=20BO/0-8-0 (min. 0-2-7), 10=208010-8-0 (min.0-2-7)
Max Horz 2=-170(LC 8)
Max Uplift2=-901(LC 10), 10=-901(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2.0/25,2-23.-5017/2277,3-23--4936/2293,3-4=-4541/2071,4-5= 4394/2084,5-24=-3200/1602,6-24=-3103/1622,6-25=-3103/1622,7-25--3200/1602,7.8=-439412084,8-9=-4541/2071,9-26=-4936/2293,
10-26=-50172277,10-11=0125
BOT CHORD 2-16--2025/4683, 15-16=-1661/J937, 14-15--1661/3937, 13-14--1661/J937, 12-13=-1661/3937, 10-12=-2025/4683
WEBS 6-14=-566/1446, 7-14=-1187/628,7-12=-119/614,9-12--531/388,5-14--1187/628, 516=-119/614,3-16=-531/388
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu@=150mph (3-second gust) Vasd=116mph; TCDL-5.Opsh BCDL=5 Opsh h=30ft; B.45ft; L-50ff; eave-6ft; Cat. It: Exp C; Encl., GCpt=0.18; MWFRS (directional) and C-C Extencir(2) -1-0-0 to 4-0-0, Inter*r(1)
4-0-0 to 15-0-0, Exterior(2) 15-0-0 to 20-0-0, Interior(1) 25-0.0 to 36-M zone;CC for members and forces d MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
3) Ali plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This thus has been designed (brya live bad of 20 Opsf on the bottom f areas where rectangle 3-6-0 tall by 2 Otwwide will between the bottom chord and any other members.
am
a M in
eree; 6 Provide mechanical connection others of truss to bean ateof withstanding vVir••..
7) 'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. L10EN S E ;
1
LOAD CASE(S) Standard
No 42704 •
s• STATE OF ;
8 R14,,• t1N•Nssu
William M. Ranieri, PE Fl.
Job Truss Truss Type Qty Ply
69187568 A02 Hip 2 1
Job Reference (optional)
ProBuild East, Lady Lake, Ronda, James Jonas Run: 7 430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 36:59 2014 Page 1
ID:IVYmRMy_5cUvOP2cf24 RIozOUps-vKgLoPgs6M309Lj59te4abwC?d66XEMyM_OEADyz9 .
19-0-0 21-0 0 , 40-0-0
19-0-0 2-0-0 19 0 0
5xe = 5xe =
Scale - 1 53 1
Camber . 3/4 i
4 00 12 6 7
30 g 3x4 C
5 8
3.8 MT20H
26 27 3x8 MT20H
9
2x4 1
4
2x4 i
3 10
W3
14.
W
25 28
v 2 1
zln1
18 17
16 15
14 13
3x10 —
30 = 010 MT20H =
3xe — 30 —
4x10 MT20H = 3x4 =
3x10 —
0-8-0(0-2-7) 0-e-0(0-2-7)
M9010 40-0-0 2"-"
40-0-0 1-0-
Plate Offsets X 20-5-20-1-8 6,0-4-00-2-3 0-Sao-2-8 11,0-5-20-1-e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.54 13-15 >886 240 MT20 2441190
TCDL 20.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -1 09 13-15 >439 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.28 11 rVa n/a
BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight, 200 lb FT - 209/6
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied
BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid ceding directly applied or 4-11-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at mdpl 5-16. 8-15
M,Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stadlizer Installation guide
REACTIONS (ItYsize) 2=2080/0-8-0 (min. 0.2.7), 11.2080/0-8-0 (min. 0-2-7)
Max Horz2=162(LC 9)
Max Uplift2=-901(LC 10), 11=-901(LC 10)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25,2.25=-4920/2434,3-25=-4830/2452,3-4=-44412245,4-26— 4367/2247,5-26=-4303/2257,5.6=-3273/1829,6.7=-3044/1801,7-8-3270/1827,8-27=-430412258,9-27=-4369/2248,9-10-4442/2246,
10-28=-4a312452,11.28.-4921/2434,11-12=0/25
BOT CHORD 2-18=-2166f4582,17-18=-1796GM2,16-17=-1796/3842,15-16.-1313rJ040,14-15— 1796/3842,13-14=-17961d842,11-13=-2166/4583
WEBS 3-18=-556/401, 5.18=-156/623, 5-16=-1039/620,6-16=-338/735, 7-16=-188/212,7-15.-336/730,B-15-1043/622,8-13•-157/626, 10-13=-556/400
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind. ASCE 7-10; Vutt•150mph (3-second gust) Vasd=116mph; TCDL-5.Opsf, BCDL-5.0psf; h.30ft, B=45111, L=50ff, eave=6ft, Cat. 11; Exp C; Encl.. GCpi-0.18; MWFRS (directional) and C-C Extenor(2) -140 to 40.0, Interior(1)
440 to 11-11.2, Extenor(2) 11-11-2 to 28-0-14, Intenor(1) 28-0-14 to 36-0-0 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL•1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.M ME
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 lb uplift at joint 2 and 901 lb uplift at pint 11
8) "Seni-ngd p,tchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss.
LICENSE
LOADCASE(S) Standard i No• 4Z7Q4
s STATE dF
ass uat1Gs,`
William M. Ranieri, PE Fl.
Job Truss Truss Type Ory Ply
69187568 A03 Hip 2 1 lJoll.lerence optional)
ProBuild East, Lady Lake, Florida, James Jonas Run, 7 430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12.36 59 2014 Page 1
ID:I VYmRMy_ScUvOP2cf24RIozOUps-vKgLoPgs6M309Lj59te4abwH Pd6DX9gyM_OEADyz9?
17-0-0 23-0-0 40-0-0
17-0-0 6-0-0 17-0-0
Scale . 1 50
5x8 =
5x8 =
Camber . 11/16
400 FI2 6 7
3x4 3.4
5 e
3x8 MT20H 26 27 3.8 MT201-iZz
2x4
4 9Z' 2x4
3 10
25 28
1
2 11 12 v' 1
n
18 17 16 15
14 13
6
3x10 5
3x4 = U10 MT20H=
3x8 — 30 —
010 MT20H= 3x4 =
3x10
0p-0(0-2.7) 0.8 0(0-2-7)
1 i 1)"9010 40-0_0 2(Wfu flul0Y
y -o-d 40-0-0 o
Plate Offsets X 2:0-3-13 0-1-8 6:0-4-0 0-2-3 0-5-4 0-2-8 11 0-3-13 0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TIC 068 Vert(LL) 0.51 13-15 >942 240 MT20 2441190
TCDL 20.0 Lumber Increase 1.25 BC 083 Vert(TL)-1.0013-15 >482 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 029 11 n/a n/a
BCDL 10.0 Code FBC20101TPI2007 Matnx-M) Weight 197lb Fr = 20976
LUMBER BRACING
TOP CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2.6-11 oc purlirls
BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing
WEBS 2x4 SP No 3 M1Te1 recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance w th
StabiI'z Installation ouide.
REACTIONS (lb/size) 2=208010-8-0 (min.0-2-7),11=2080/0-8-0 (min 0-2-7)
Max Horz2=-145(LC 8)
Max Uplrft2--901(LC 10), 11=-901(LC 10)
FORCES (lb) - Maximum CompressiorVMaximum Tension
TOP CHORD 1-2-0/25,2.25=-51382667,3-25=-50292681,3-4=-4626/2397,4-26=-4545/2401,5-26=-4516/2412,5-6=-35912045,6-7=-3358r1993,7-8=-3590/2045,8-27=-4516/2412,9-27=-4545/2401,9-10=-4626/2397,
10-28=-5029/Ml 11-28--5137/2667,11-12-025
BOT CHORD 2-18=-2405(4810,17.18=-196a/4008,16-17--196814008,15-16=-154413357,14-15= 1968r4008,13-14=-1968/4008,11-13--240514809
WEBS 3-18=-575/424, 5-18=-119/559, 5-16=-895/576, 6-16=-3217729, 7-16--204/207, 7-15=-3217731, 8-15--896/576, 8-13-120/560, 10.13=-575/424 NOTES 1) Unbalanced roof live
loads
have been considered for this design. 2) Wind, ASCE 7-10:
Vuh=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsl; h=30ft, B=4511; L=50tt, eave=611, Cat. II, Exp C; Encl., GCp.0.18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-
11-2, Extenor(2) 9-11-2 to 30-0-14, Intenor(1) 30-0-14 to 36-0-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1 60 3) Provide adequate drainage to
prevent water ponding. 4) All plates are MT20
plates unless otherwise indicated. 5) This truss has been
designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M This truss has been designed
for live bad of 20 Opsf on re rectangle y 2 wide will between the bottom chord and any other members. 3-6t 4 •••• rthhep acapableof withstandingyaProvidemechanicalconnectionothersoftrusstobean11. 6) (by2 and lb vy`.••••• 8) 'Semi -rigid pitchbreaks with fixedheels' Member end fixity model was used in the analysis and design of this thus LICENSE ; i: LOADCASE(S) Standard N0042704 S•
STATEOF ;v William
M. Ranieri,
PE FL 4
Job Truss Truss Type Ory Pty
69187568 A04 Hip 2 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run, 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 37.00 2014 Page 1
ID:I VYmRMy_5cUvOP2cf24 RIozOUps-N WOI?IrUtgBFnV IIIb9J7pTT_1 TcGg25be7nlgyz9?
15-0-0 25-0-0 40-0-0
15-0-0 10-0-0 15-0-0
Scale - 1 50
Camber . 7/8 i
5x8 =
5x8 = 4 00 12 3x4 =
4 6
5x8 5x8
23 3 7 24
22 25
2 8 9 v
a'
R2(
d
15
14
13
26 27
12
11
10
300 = 2x4 It 4x 10 MT20H=
3x8 = 3x8 =
4x10 MT20H=
2x4 II 300 =
0-8-0(0-2-7) 0-8.0(0-2.7)
2080N/-901 N 2080#/-901 x
1-0 40-0-0 1-0-
0- 40-0-0 10
Plate Offsets X 2.0-5-2 0.1-8 3:0-4-0 0-3-4 4.0-4-0 0-2-3 6-0-4-0 0.2-3 0.4-0 0.3-4 8:0.5-2 G-1-8
LOADING (psi) SPACING 2-G-0 CSI DEFL in (loc) Udell Ud PLATES GRIP
TCLL 200 Plates Increase 1.25 TC 0.63 Vert(LL) 05212-13 >923 240 MT20 2441190
TCDL 200 Lumber Increase 1.25 BC 076 Vert(TL) -11812-13 >407 180 MT20H 187/143
BCLL 00 ' Rep Stress Incr YES WB 0.43 Horz(TL) 029 8 n/a rda
BCDL 100 Code FBC2010/TP12007 Matrix-M) Weight, 187 lb FT = 201/
LUMBER BRACING
TOP CHORD 2x4 SYP M 30 'Except- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins
T3 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing
BOT CHORD 2x4 SYP M 30 WEBS 1 Row at midp( 3-13, 7-12
WEBS 20 SP No 3
1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stadlrzer Installation guide.
REACTIONS (Ib/size) 2=2080/0-8-0 (min. 0-2-7), 8=2080/0-8-0 (min 0-2-7)
Max Horz 2=-129(LC 8)
Max Uplift2--901(1-13 10), 8=-901(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25,2-22=-4873/2589,22-23=-4773/2601,3-23= 4680/2603,3-4--3894/2177,4.5=-3628/2144,5-6=-3628/2144,6-7--3894/2177,7-24=-4681/2603,24-25=-4773/2601,8-25= 4873/2589.8-9./25
BOT CHORD 2-15=-2302/4528,14.15--2304/4525,13-14=-2304/4525,13-26=-1889/3829,26-27=-1889/3829,12-27=-1889/3829,11-12=-2304/4525,10-11=-2304/4525,8-10=-2302/4528
WEBS 3-15=0/241, 3-13=-1011/630, 4-13=-324l780, 5-13=-452/225, 5-12=-4521225, 6-12-324(780, 7-12=-1011/630, 7-10=0/241
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10: Vuft=150mph (3-second gust) Vasd=116mph; TCDL=5 Opsf; BCDL-5 Opsf; h=30tt; B=45h; L-50tt; eave=6ft; Cat. 11; Exp C; Encl., GCpr-O.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-0-0, Interior(1)
4-0-0 to 7-11-2, Extedor(2) 7-11-2 to 32-0-14, Intenor(1) 32-0-14 to 36-0.0 zone;C-C for members and forces E MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60
3) Provide adequate drainage to prevent water ponding
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load ranconcurrent with any other live loads.
6) 'This truss has been designed for a live bad 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, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 901 lb uplift at joint 2 and 901 Ito uplift at pint 8. vvi'+ LICEN % 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. SE
1
LOAD CASE(S) Standard
i Nc. 4L70 w
STATE OF44s (
0 P. , A,S% ;X FI V -V
William M. Ranieri, PE F
Job Truss Truss Type Oty Ply
69187568 A05 Roof Special 1 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run: 7.430 s Oct 14 2013 Print: 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12.37.01 2014 Paappe 1
I D.IVYm RMy_5cUvOP2cf24RI0zOUps-rIx6D5s6e_K6PetUHlgYfo0Z90oO?2V Fpl lL F6yz9?
14-2-0 5-4-
0
27-0-0 40-0-0
14-2-0 1-2-0 11-8-0 13-0-0
Scale - 1 51
5x8 II
Camber . 314 i
4 00 12 6x12 =
4
2x4 II 5.8 =
5 6 26 7
5x8
25 zz
3
3x4
24 27
N 2 9
10 tL
d1 o
17 16 15 14 13
12 11
3x8 = 3x4 = US IVT20H=
3x8 —
3x12 MT20H= 3x4 = 2x4 II 3.8 —
7x8 =
0-8-0(0-2-7) 0.8-0(0.2.7)
208001.90100 208001-902M
1-0 40-0-0 1 0-
0- 40-0-0 0
Plate Offsets X 2:0-46 0-0-0 3'0-4-0 0-3-0 0-5-4 0-2-e 9.0-0-s 0-0-0 15.0-3-9 E e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.53 14-15 >911 240 MT20 2441190
TCDL 20.0 Lumber Increase 1.25 BC 079 Vert(TL)-10714-15 >447 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz( L) 0.29 9 n/a rVa
BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight, 197lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SYP M 30 *Except' TOP CHORD Structural wood sheathing directly applied
T3.2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.1.7 oc bracing.
BOT CHORD 2x4 SYP M 30 M1Tek recommendslf at Stab kzers and regtared cross bracing be installed during truss erection, in accordance with
WEBS 2x4 SP No.3 Stab lizer Installation guide
REACTIONS (Ibrsize) 2=208010-8-0 (min. 0-2-7), 9=2080/0-8-0 (min 0.2-7)
Max Horz2=122(LC 9)
Max Uplitt2=-901(LC 10), 9=-902(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25, 2-24--4971/2270, 3-24=-0882J2281, 3-25=-4841/2315, 4-25=-4753/2334, 4-5=-4445(2158, 5-6=-4461/2113, 6-26= 4461/2113, 7-26=-0461/2113, 7.8=-4171/1858, 8.27=-486612106, 9-27--495612095,
9-10-0125
BOT CHORD 2-17=-2039/4632,16-17=-1541/3738,15.16=-1541/3738,14-15--1720/4195,13-14— 148813899,12-13=-148a/3898,11-12--1840/4616,9.11--1840/4616
WEBS 3-17=-520/414, 4-17=-504/1026, 4-15=-771/1929, 5-15=-1703f799, 5-14-158r492, 6-14=-533/350, 7-14=-3841'705. 7.12--111/497, 8-12=-809/404, 8-11-01207 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.10; VuA=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5 Opsf; h=30ft, B=45ft; L=501t; eave-6ft; Cat. Il; Exp C; Encl., GCp --0.18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 4-0-0, Interior(1) 4-
0-0 to 9-2-0, Exterior(2) 9-2-0 to 14-2-0, Interior(i) 15-4-0 to 27-0-0, Exterior(2) 36-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3)
Provide adequate drainage to prevent water ponding 4)
All plates are MT20 plates unless otherwise indicated M . 5) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads 6) '
This truss has been designed for a live bad of 20 Opsf 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. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 Ito uplift at joint 2 and 902 lb uplift at joint 9. LICENSE •' 8) '
Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss 1 / LOADCASE(
S) Standard No• 42704 4. j
I • *
i is
STATE OF ;of
69- William
M. Ranieri, PE FL L1—I 4
Job Truss Truss Type Oly Ply
69187568 A06 Hip 1 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Rum 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12 37.01 2014 Pagge 1
ID:IVYmRMy_5cUvOP2cf24 RIozOUps-rlx6D5s6e_K6PetU HIgYf00bNOmB?4PFpltLF6yz9?
13-0-0 27-0-0 40-0-0
13-0-0 14-0-0 13-0-0
Scale . 1 50
6x8 =
Camber . 314 ir
2x4 II 6x8 =
4 25 5 26 6
400 12
3x4 5 3x4
3 7
2 7
Z{
IV
428'
2 86r161514131211
3x10 = 214 II 3x8 MT20H—_ 3x8 = 3x4 = 2x4 II 3x10 =
0-8-0(0-2-7) 30 = 3x8 MT20H=
o-e-o(o-za)
208G#/.9010 2060N/-901N
1-0 40-0-0 1-0-
0- 40-0-0 0
Plate Offsets X 2.0-5-2 0.1.9 a 0-5-a 0-2-e 6,0-5.4 0-2-8 8 0-5-20.1-8 LOADING (
psi) SPACING 2-0-0 CSI DEFL in (loc) Wall L/d PLATES GRIP TCLL
20.0 Plates Increase 125 TC 0.78 Vert(ILL) 0.61 13 >785 240 MT20 244/190 TCDL
200 Lumber Increase 1.25 BC 0.93 Vert(TL)-10811-13 >446 180 MT20H 187/143 BCLL
00 Rep Stress Incr YES WB 0.61 Horz(TL) 031 8 rda n/a BCDL
10.0 Code FBC2010/TPI2007 Matrix-M) Weight 190 lb FT = 209/6 LUMBER
BRACING TOP
CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT
CHORD 2x4 SYP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing B2:
2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with WEBS
2x4 SP No.3 Stabilizer Installation guide. REACTIONS (
lb/size) 2=2080/0-8-0 (min. 0-2-7), 8=208010-8-0 (rnxn. 0-2-7) Max
Horz2=113(LC 9) Max
Uplift2=-901(LC 10), 8=-901(LC 10) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/25,2-23=-4951/2702,23-24=-4860/2710,3-24-4821/2720,3-4=-4176/2372,4-25=-4511/2655,5-25=-4511/2655,5-26=-4511/2655,6-26=-4511/2655,6-7=-4176/2372,7-27--4821/2720.27-28=-4860/2710, 8-
28=-4951/2702, 8-9=0/25 BOTCHORD
2-16=-2423/4611, 15-16=-2423/4611, 14.15=-1945/3905, 13-14.-1945/3905, 12-13-1945/3905, 11.12=-1945/3905, 10.11=-2423/4611, 8-10=-2423/4611 WEBS
3-16=0/201,3-15=-795/524,4-15=-153/511,4-13=-397/875,5-13=-635/499,6-13=-397/875,6-11=-153/511,7-11=-795/524,7-10=0/201 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind, ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=5 Opsf; BCDL=5 Opsi; h-30ft; B-451t; L=50ft; eave=6ft; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 4-0-0, Intenor(1) 4-
0-0 to 5-11-2. Extenor(2) 5-11-2 to 34-0.14, Intenor(1) 34-0-14 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
Al plates are MT20 plates unless otherwise indicated M . 5) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads. 6) '
This truss has been designed for a live bad of 20.0psf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 lb uplift at )ant 2 and 901 lb uplift at pint 8. LICENSE ' 8) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. f LOAD
CASES) Standard No.4Z704 s•
STATE OF O
RlpP••' William
M. Ranieri, PE FL
Job Truss Truss Type Ory Ply
69187568 A07 Roof Special 1 1
Job Reference (optional)
Pro Build East, Lady Lake, Florida, James Jonas Run, 7 430 s Oct 14 2013 Print, 7 430 s Oct 14 2013 MiTek Industries. Inc Fri Jul 11 12 37 02 2014 Page 1
I D.IVYmRMy_5cUvOP2cf24 RIozOUps-KvV UQRskPHSyOoSgrO BnCEYI Vg8fkWgO2ycu nYyz9?
14-2-0 , 17-4-0 , 29-0-0 40-0-0
14-2-0 3 2 0 11-8-0 11-0-0
Scale - 1 51
5x8 =
camber . 7/8 i
4 00 12
4
6x8 = 3x4 = 5x8 =
5 6
5x8
25 26 3x4 c
3 6
24 27
2
1 9 10 ^
d
17 16 15 14
13
12 11
3x10 =
30 = 3x8 MT20H= 7x6 = 3x5 =
4.10 MT20H=
3x4 = 2x4 11 300 =
0-8-0(0-2.7) 0.8-0(0-2-7)
20784/.900M 20821/-903A
40-0-0 1-0-
0- 40-0-0WOO 0-
Plate Offsets X 2,0-5-2 0-1-8 3'0-4-0 0.3-0 0-5-12 0-2-12 9 0-5-2 0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL In (IDc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(L-) 0 63 14-15 >759 240 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 079 Vert(TL) -1.29 15-17 >373 180 MT20H 1871143
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 029 9 rVa n/a
BCDL 10.0 Cade FBC2010/TP12007 Matnx-M) Weight 191 lb FT = 209/6
LUMBER BRACING
TOP CHORD 2x4 SYP M 30'Except' TOP CHORD Structural wood sheathing directly applied.
T3. 2x4 SP No.2 BOT CHORD Rigid ceding directly applied or 4-11-14 oc bracing
BOT CHORD 2x4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
WEBS 2x4 SP No.3'Except* Stabilizer Installation guide.
W3.2x4 SP No.2
REACTIONS (lb/size) 2=2078/0-8-0 (min. 0-2-7), 9=2082/0-8-0 (mm. 0-2-7)
Max Horz 2=- 1 22(LC 8)
Max Upldt2=-900(LC 10), 9=-903(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25, 2-24=-4947/2346, 3-24=-4857/2365, 3-25=-4668/2279, 4-25--4579/2297, 4-5=-5520/2724, 5.6=-5133/2507, 6-26--5135/2455, 7-26--5135/2455, 7-8=-4390/2016, 8-27.-4775/2134, 9-27=-4873/2123,
9-10-W5
BOT CHORD 2-17--2101/4608,16-17=-1596/3700,15-16=-1596/3700,14-15=-2174/5135,13-14--1655/4132,12-13--1655/4132,11-12--1861/4530,9-11.-1861/4530
WEBS 3-17=-539/425, 4-17--396(916, 4-15=-117412643, 5-15=-2013/1065, 6-15--176(185, 6-14--541/390, 7-14=-615/1187, 7-12=-130/439, 8-12=-526/269, 8-11-0/158 NOTES 1)
Unbalanced
root live loads have been considered for this design. 2) Wind:
ASCE 7.10; Vutt-150mph (3-second gust) Vasd=116mph; TCDL-5 Opsf, BCDL=5.Opsf; h=30tt; B=4511; L=50ft; eave=6ft, Cat. II, Exp C, End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 4-0-0, Interior(l) 4-0-
0 to 9-2-0, Extenor(2) 9-2-0 to 14-2-0, Interior(l) 17-4-0 to 29-0-0, Extenor(2) 36-0-0 to 41-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL-1.60 3) Provide
adequate drainage to prevent water ponding. 4) All
plates are MT20 plates unless otherwise indicated. 5) This
truss has been designed for a 10.0 psf bottom chord five load rloncorlcurrent with any other live loads. 6)' This
truss has been designed for a live bad of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wtll fit between the bottom chord and any other members. 7) Provide
mechanical correction (by others) of truss to bearing plate capable of withstanding 900 lb uplift at pint 2 and 903 lb uplift at pint 9. f LICENSE ; ? 8) "
Semi-
ngd pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Nc• 4Z704
LOADCASE(S)
Standard i s STATE
dat F WilliamM.
Ranieri, PE FL 47
Job Truss Truss Type City Ply
69187568 A08 Hip 1 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run. 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12 37.02 2014 Page 1
ID ID.I VYmRMy_5cUvQP2ct24RIozOUps-KvV UQRskPHSyOoSgrOBnCE YlOg7ukSG02ycunYyz9?
11-0-0 29-0-0 i 40-0-0
11-0-0 18-0-0 11-0-0
Scale - 1 50
Camber . 7/8 ir
3x4 =
5x8 = 3x8 MT20H=
30 = 5x8 =
4 5 6 26 27 7 28 8
400 12
3x4 30
3 9
N 2 10 111
ri
0 6
18 17
16 15 14 13 12
3x10 = 2x4 II 3x8 = 4x10 MT20H= 3x4 — 4x10 MT20H= 3x8 = 2x4 II 300 =
0-8-0(0-2.7) 0-e-0(0-2.7)
2080N/-901 N 20MV-9010
Q 40-0-0
0- 40-0-0MOO 0
Plate Offsets X 2 0-5-2 0-1-8 4.0-4-0 0-2-3 8 0-4-0 0-2-3 10:G-5-20.1-8 LOADING (
psf) SPACING 2-0-0 CS! DEFL in (loc) Well Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 085 Vert(LL) 068 15 >701 240 MT20 244/190 TCDL
20.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -1 28 15-17 >375 180 MT20H 187/143 BCLL
00 ' Rep Stress Incr YES WB 096 Horz(TL) 032 10 n/a n/a BCDL
10.0 Code FBC2010/TP12007 Matrix-M) Weight 1861b FT = 20% LUMBER
BRACING TOP
CHORD 2x4 SYP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins T2,
2x4 SP No.2 BOT CHORD Rgd ceding directly applied or 4-6-12 oc bracing BOT
CHORD 2x4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with WEBS
2x4 SP No 3 Stablizer Installation guide REACTIONS (
lb/size) 2=208010-8-0 (min. 0-2-7), 10=2080/0-8-0 (min. 0-2-7) Max
Horz2=97(LC 9) Max
Upinft2=-901(LC 10), 10=-901(LC 10) FORCES (
Ib) - Maximum Compression/Maximum Tension TOP
CHORD 1-2-0/25, 2-3=-4865/2661, 3-4=-4392/2451, 4-25=-4159/2375, 5-25-4159/2375, 5-6=-5150/2836, 6-26=-5150/2836, 26-27--5150/2836, 7-27=-5150/2836, 7-28=-4159/2374, 8-28-4159/2374, 8-9=-4392/2451, 9-
10-4866/2662,10-11=0/25 BOT
CHORD 2-18=-2353/4522,17-18— 2353/4522,16-17=-2549/5058,15.16--2549/5058,14-15--2552/5062,13-14--2552/5062,12-13=-235M4523,10-12=-2354/4523 WEBS
3-18=0/123,3-17=-510/412,4-17=-554/1096,5-17=-1200/626,5-15=0/265,7-15-0/263,7-13=-1205/629,8.13=-557/1101,9-13=-512/414,9-12=0/123 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=5.Opst; BCDL-5.Opsf; h=30ft; B=45ft; L=50ft; eave-6ft, Cat II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 18.0-14, Intenor(
1) 18-0-14 to 21-11-2, Exlerior(2) 21-11-2 to 29-0-0 zone;GC for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3)
Provide adequate drainage to prevent water ponding. 4)
al plates are MT20 plates unless otherwise indicated. M . 5) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '
This truss has been designed for a live bad of 20 Opsf on the bottom chard 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. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 Ito uplift at pint 2 and 901 lb uplift at pint 10 LICENSE 8) '
Semi-ngd pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. v • / LOADCASE(
S) Standard No• 4Z704 s•
STATE OF ass .........
William
M. Ranieri, PE FL 4
Job Truss Truss Type Ory Ply 69187568
A09 Roof Special 1 1 Job
Reference (optional) ProBuild
East, Lady Lake, Flonda, James Jonas Run: 7 430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12 37 03 2014 Page 1 ID.
IVYmRMy_5cUvOP2cf24RIoz0Ups-o53sdntMAbapey1 t0ji01R5wHETMTyPYHcMRJ?yz9? 12-
4-0 16-0-0 , 19-4-0 31-0-0 40-0-0 12-
4-0 3 8 0 3-4-0 11-8-0 9-0-0 Scale .
150 Camber .
t-118 in 5x8 =
6x8 =
4
5 4
00 12 7.
8 = 3x4 = 6.5 = 6
7 26 27 8 30
3
2x4
s 9
24
28 2
10 a1
d 17
16 15
14
13 12 3x10 =
2x4 II 3x8 -4x 10 MT20H= 602 = 602 MT20H= 3x4 = 3x10 = 0-
6-0(0-2-7) 0-8-0(0-2-7) 2OWN/-
903N 208001-900N 1-
0 40-0-0 1-0- 0-
40-0-0 10 Plate
Offsets X 2:0-5-2 0-1 -81, 4:0-4-0 0-2-3 5:0-4-0 0-2-3 8,0-5-12 0-2-12 10 0-52 0-1-8 13:0-5-12 0-3-0 LOADING (
psf) SPACING 2-0-0 CS1 DER in (loc) Vdefl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.75 13-14 >643 240 MT20 244/190 TCDL
20.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -1.59 13.14 >302 180 MT20H 187/143 BCLL
0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.32 10 rVa n/a BCDL
10.0 Code FBC2010/TP12007 Matrix-M) Weight, 193 lb FT = 2091. LUMBER
BRACING TOP
CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins. T1,
T4, 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 4-9.6 oc bracing. BOT
CHORD 2x4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with WEBS
2x4 SP No 3 *Except* Stabilizer Installation guide W4,
W5, 2x4 SP No 2 REACTIONS (
lb/size) 2.2080/0-8-0 (min. 0-2-7), 10=2080/0-8-0 (min. 0-2-7) Max
Horz2=108(LC 9) Max
UpId12=-903(LC 10), 10=-900(LC 10) FORCES (
lb) - Maximum CompressiorVMaximum Tension TOP
CHORD 1-2-0/25,2-24=-4968/2024,3-24=-4885r2040,3-4=-4261/1793,4-25-400311759,5-25=-4003/1759,5-6--6846/2924,6-7--6337/2680,7-26=-5942/2546,26-27--5942/2546,8-27= 594212546,8-9=-4636r1940, 9-
28=-4891/2112,10-28= 497512099,10-11-0/25 BOT
CHORD 2-17=-1819/4634, 16-17=-1819/4634, 15-16=-1684/4442, 14-15=-1684/4442, 13-14- 2352/5977, 12-13=-1663/4381, 10-12=-1891/4640 WEBS
3-17=01162, 3-16=-767/376, 4-16=-325/939, 6-14=-2482/1138. 7-14=-129/521, 7-13-7231401, 8-13=-761/1773. 8-12=-29/320, 9-12=-310/269. 5-16=-791/324, 5-14=•1303/3134 NOTES
1)
Unbalanced roof live loads have been considered for this design 2)
Wind, ASCE 7-10, Vuh=150mph (3-second gust) Vasd=116mph, TCDL=5 Opsf, BCDL=5.Opsf, h=30ft; B=45h: L-5011; eave=611; Cat. 11, Exp C; Encl , GCpl-0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 4-0-0, Interior(1) 4-
0-0 to 36-0-0, Extenor(2) 36-0.0 to 41-0-0 zone.C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1 60 plate gnp DOL-1 60 3)
Provide adequate drainage to prevent water ponding. 4)
All ates a re MT20 plates unless otherwise t tru
s0has been designedfora0psfbottomchordliveloadnoncorlcurrentwithanyotherliveloads5) Thistruss6) 'Thus
truss has been designed for a live load of 20.t>psl on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wile will fit between the bottom chord and any other members. LICENSE •• 7) Provide
mechanical connection (by others) of truss to beanng plate capable of withstanding 903 Ito uplift at joint 2 and 900 lb uplift at )olnt 10 w j 8) 'Semi-
ngd prtchbreaks with fixed heels" Member end fixity model was used in the analysts and design of this truss NON42704 LOAD
CASES)
Standard o s• STATE
OF a0 RIPS;.••'
ssfilUAI 'it
William M.
Ranieri, PE Flr4
Job Truss Truss Type Oty Ply
69187568 A10 Hip 1 1
Jciblcilemnce optional)
ProBuild East, Lady Lake, Florida, James Jonas Run. 7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 M,Tek Industries, Inc. Fri Jul 11 12 37 04 2014 Page 1
ID:IVYm RMy_5cUvOP2cf24 RIozOUps-Gld Er7u_xv,gG6c3yR E FHfe4Xen?CTRh VG5'?sRyz9?
9-0-0 31-0-0 _, 40-0-0 _
9-0-0 22-0-0 9-0-0
Scale - 1 50
Camber - 1-5516 i
5x8 = 5x8 =
3x4 = 3x4 = 5xE _
4 00 FIT
4 23 24 25 6 26 27 28 S
D14 \ 2x4
3
9
W
2
10
1
1 t2
0 6
16 15 14 13
12
3x10 = 6x12 MT20H=
3x4 — 30 =
602 MT20H = 3x10 =
0-e-0(0-2-7) 6x12 MT20H WB= 0.8.0(0.2-7)
2OW01-9010 2080Y/-9010
1 0 40-0-0 1-0
0- 40-0-0 1 -0
Plate Offsets X 2'0-5-2 0.1.8 4.0-4-0 0-2-3 6•0-4-o 0-3-0 8-0-4-0 0-2.3 10:0-5-2 0.1-B
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.93 13-15 >514 240 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -1.81 13-15 >266 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 047 Herz(TL) 036 10 n/a rVa
BCDL 10.0 Code FBC2010/TP12007 Matnx-M) Weight 187lb FT = 209%
LUMBER BRACING
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied
BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midp 5-16, 7-12
OTHERS 2x4 SP No.3 M,Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Slabikzer Installation guide.
REACTIONS (Ib/size) 2.208010-8-0 (min 0.2-7), 10=208010-8-0 (min 0-2-7)
Max Horz 2=-81(LC 8)
Max Uplift2=-901(LC 10), 10=-901(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25,2-3=-4961/2719,3-4=-4636/2485,4-23=-4371/2404,23-24=-4371/2404,5-24=-4371/2404,5.25=-6052/3200,6-25=-6052/3200,6-26=-6052/3200,7-26=-6052/3200,7-27--4371/2404,27-28=-4371/2404,
B-28=-4371/2404,8.9=-4636/2485,9-10=-4961/2719,10.11=025
BOT CHORD 2.16=-2434/4626, 15-16=-2890/5889, 14-15--3108/6349, 13-14=-3108/6349, 12-13-2890/5889, 10-12=-2434/4626
WEBS 3-16=-289/346,4-16=A4 W1077,5-16=-1816/876,5-15--72/459,6-15=-429234,6-13=-429234,7-13=-72/459,7-12=-1816/876,8-12=-484/1077,9-12=-289/346
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10; VuH=150mph (3-second gust) Vasd=116mph; TCDL=5 Opsl, BCDL=5.0psf; h=30ff; B-45ft; L=50ft, eave=6ft, Cat. II; Exp C; End., GCp-0 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-0-14,
Intenor(1) 16-0.14 to 23-11-2, Extenor(2) 23-11-2 to 31-0-0 zorle,C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated W.? 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live bad of 20.Opsf 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
LICENS 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 lb uplift at joint 2 and 901 lb uplift at jolnt 10.
Semi-ngid fixed heels" Member fixity the and design of this truss We8) ptchbreaks with end model was used in analysis
LOAD CASEStandard i: 1
N0.
42704S) s•
STATE OF ;•' O
R1p,,• •' Vs ••••
r rj % William
M. Ranieri, PE FL4
Job Truss Truss Type
Ply69187568A11RoofSpecialGirderFJobReference (optional)
ProBulld East, Lady Lake, Florida, James Jonas Run 7 430 s Oct 14 2013 Print. 7.430 s Oct 14 2013 M,Tek Industries, Inc Fri Jul 11 12.37.06 2014 Page 1
I D:I VYmRMy_ScUvOP2cf24 RIozOUps-Cgl?GpwFT WyOVOmS4rG1M41TM RXCgGH_zaa6wJyz9?
10-4-0 18-0 O , 21-4-0 28-11-4 30-11-4 , 33 0 0 40-0-0
10-4-0 7-8-0 3-4 0 7-7-4 2 0 0 2 0 12 7-0-0
Scale - 150
5xa —
2x4 I 602 MT20H= NAILED
Camber . 1-5116 i
4 5-
26 3x4 = Special
4 00 12 10x14 MT20H=
2x4 II 54 = NAILED 6x 12 MT20H=
3x4 7 8 30 9 10 31 11
3 3x4
12
2
1
13
1 14tO n
o
c 24
23 22 21 20 19 1817 32
16
15 4x12 —
US —_
2x4
II 4x4 = Ex10 = 5x8 = 2x4 II 804 MT20H= 2x4 II NAILED 08 = 2.4 II t
Ox10 = Speoal 0.
80(0.114) 0-5-0(0.30) HGUS26-
2 3142,
1/-138411 Special
5W2M/-
2211N 1-
0 28-5-8 33 0-0 40-0-0 1-0 0-
28-5-8 4-6 8 7-0-0 -0 Plate
Offsets x 4 0-5-4 a2-8 6'0.7-8 0-2-0 13:0-6-0 0.1-11 19,0-7-o E 21.0.3-6 0-2-8 22•D-S-o Edge] LOADING (
psf) SPACING 2-0-0 CS! DEFL ,n (loc) Vdefl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.76 Vert(L-) 09219-20 >521 240 MT20 244/190 TCDL
20.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -1.92 19-20 >249 180 MT20H 187/143 BCLL
0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 028 13 n/a n/a BCDL
10.0 Code FBC2010ITP12007 Matnx-M) Weight, 480lb FT = 20Y, LUMBER
BRACING TOP
CHORD 2x4 SP No 2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins T4:
2x4 SYP M 31, T5, 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing BOT
CHORD 2x6 SYP M 26 WEBS
2x4 SP No 3 REACTIONS (
lb/size) 2.3142/0-8-0 (min 0-1-14), 13=5082/48-0 (min.0-3-0) Max
Harz2-92(LC 7) Max Upl,
ft2=-1364(LC 8), 13=-2211(LC 8) FORCES (Ib) -
Maximum Compression(Maximum Tension TOP CHORD
1-2-0/25. 2-3=-8890/3727, 3-4=-8244/3505, 4-29=-9743/4208, 5-29— 9743/4208, 5-6=-9743/4208, 6-7--11861/5073, 7-8=-19626/8410, 8-30=-19626/8410. 9-30=-196268410, 9-10=-2009218643, 10-31=•14518/6246, 11.31--14518/6246,11-12=-15042/6439,12-13=-14795/
6298,13-14-0/25 BOT CHORD 2-24=-3435/8401,23-24--3435/8401,22-
23=-3128/7781,21-22=-0693/11441,20-21-7677/18369,19-20=-7672/18365,18-19=-8450/20056.17-18— 8326/19733,17-32=-8326(19733,16.32--8326 19733, 15-16--5886/14004,13-15=-5886/14004 WEBS 3-24=
0/160,3-23=-7681333,4-23=-152/
509,4-22=-1120/271915-22=-302/193,6-22-2339/970,6-21--2053(4930,7-21=-8543/3677,7-20=-53/88,7-19=-1443/1562,8-19=-297/192,10-17=-130/489, 10-16=-6111/2640,11-16--1618/4093,12-16=-473/
421,12-15--329/194,9-18=-1079/489,9-19=-782/1655,10-18=-905/2250 NOTES 1) 2-pty truss to be connected together with 1
Dd (
0.131 "x3l nails as follows: Top chords connected as follows, 2x4 - 1 row at 0-4-
0 oc. AMA Bottom chords connected as follows: 2x6 - 2 rows staggered at
0-
9-0 oc. 1 s Webs connected as follows, 2x4 - 1 row at 0-9-0
oc, Except member 10-17 2x4 - 1 row at 0.5-0 oc, member 9-18 2x4 - 1 row at 0-5-0 oc, member 18-10 2x4 - 1 row at 0-5-0 oc. a'. 2) All loads are considered equally applied to all plies, except
it noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only bads noted as (F) or (B), unless otherwise •• indicated. • 3) Unbalanced roof live bads have been considered for this
design.
LICENSE 4) Wind ASCE 7-10; Vull50mph (3-second gust) Vasd=
116mph,
TCDL=S.opsf, BCDL=5.Opsf; h=30ft, 8=45ft, L=50ft; eave=6ft, Cat. 11; Exp C; Encl., GCpi-0 18, MWFRS (directional); Lumber DOL-1 60 plate gnp D0L=1.60 v 5) Provide adequate drainage to prevent water pond,ng. NO71 4z7{/
4 • 6) All pates are MT20 plates unless otherwise indicated. 7) This
truss has been designed for a 10 0 lost
bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live bad of
20.Opst 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. 9) Provide mechanical connection (by others) of truss to beanng plate
capable of wrthstanding 1364 Ito uplift at joint 2 and 2211 lb uplift at joint 13. Sr STATE Q F • 10) 'Semi•ngid pitchbreaks with fixed heels" Member end fixity model
was used in the analysis and design of thus truss 11) Use Simpson Strong -Tie HGUS26-2 (20.10d Girder, 8-
10d Truss) or equivalent at 28-5-8 from the left end to connect truss(es) E7G (2 ply 2x8 SP) to front face of bottom chord. PP 12) Fill all nail holes where hanger is in contact vnth
lumber. 13)'NAILED" indicates 3-10d (0.148"x3") or 3-12d (
0.148"x3.25'toe-nails For more details refer to MITek's ST-TOENAIL Detail w VA ••.K.r `, 6- `1_ Continued on 2 William M.
Ranieri,
PE FL 1T04
37
Job Truss Truss Type Ory Ply
69187568 Al2 Hip Girder 1
Job Reference (optional)
Pro Build East, Lady Lake, Florida, James Jonas Rum 7 430 s Oct 14 2013 PrmY 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 37 08 2014 Page 1
ID:IVYmRMy_5cUvQP2cf24RIozOUps-83slhUxV?7C6klvgBGIBRVopUFFN8CGHQu3C?Cyz9?
7-0 0 9 0 12 30-11-4 3%0 0, 40-0-0
7-0 0 2-0-12 21-10-8 2 0 12 7-0-0
Sra1e - 1 50
Camber. 1-5/16
6x8 = 4x5 = 08 = 5x8 = 2x4 II 4x8 = 6x8 =
4 00 12 3 22 23 4 24 25 26 275 28 6 7 29 30 31 32 8 33 34 9
2 10
d1 11 )
d
17
35 36 16 37 38 3915 40 41 1442 43 44 13 45 46
12
400 MT20H=
4x5=
8x14 MT20H= 2x411 8xl4 MT20H= 2x411
8x 14 MT20H= 4x 10
MT20H= 0-8.
0(0-2-4) 0-8-0(0-2-4) 380501-1649M
3809N/-1650# 1-0
7-0-0 33-0-0 40-0-0 1-0 0- 7-
0-0 26-0-0 7-0-0 -0 Plate Offsets
X 3.0-40 0-2-6 9 0-4-0 0-2-6 12 7-0 0-5-0 14.0-7-o 0-4-12 16:0-7-0 0-4-12 LOADING (psf)
SPACING 2-0-0 CS! DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.
0 Plates Increase 1.25 TC 072 Vert(LL) 091 14-15 >526 240 MT20 244/190 TCDL 20.
0 Lumber Increase 1.25 BC 0.57 Vert(TL) -1 92 14.15 >251 180 MT20H 187/143 BCLL 0.
0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 029 10 n1a rJa BCDL 10.
0 Code FBC2010/TPI2007 Matnx-M) Weight, 467 lb FT 209/ LUMBER BRACING
TOP CHORD
2x4 SYP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. T2,T3.
2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing BOT CHORD
2x6 SYP M 26 WEBS 2x4
SP No 3 REACTIONS (lb(
size) 2=3805/0-8-0 (min 0-2-4), 10=3809/0-8-0 (min. 0-2-4) Max Horz2-
65(LC 7) Max Uplift2.-
t649(LC 8), 10=-1650(LC 8) FORCES (lb) -
Maximum Compression/Maximum Tension TOP CHORD
1-2=0/25,2-3— 11014/4630,3-22=-10576/4504,22-23=-10579/4505,4-23=-10583/4506,4-24.-15237/6485,24-25=-15237/6485,25-26--15237/6485,26-27--15237/6485,5-27=-15237/6485,5-28=-17409/7397, 6-28--
17409/7397,6-7-17409/7397,7-29=-17409/7397,29-30=-17409/7397,30-31=-17409/1397,31-32-17409/7397,8-32--17409/1397,8-33=-10415(4442,33-34--10410/4441,9-34=-1040814440, 9- 1
0=- 1102514630, 10-11=0/25 BOT CHORD
2-17--4270/10399, 17.35=-6317/15237, 35-36=-6317/15237, 16-36=-6317/15237, 16-37=-7313/17592, 37-38— 7313117592, 38-39=-7313/17592, 15-39= 7313117592, 15-40=-7313/17592, 40-41--7313/17592, 14-41=-7313/17592,14-42=-6358/
15318,42.43=-6358/15318,43-44=-6358r15318,13-44.-6358/15318,13-45=-6358/15318,45-46--6351115318,12-46=-6351305318,10-12=-4270110409 WEBS 3-17=-999/2800,4-17=-
5185/2157,4-16=-281/1166,5.16=-2605/1084,5-15=0(447,5-14=-243/102,7-14=-676r472,8-14=-948/2303,8-13=0/392,8-12=-5421/2262,9-12=-10032810 NOTES ; 1) 2-ply truss to be
connected
together with 1 Od (0.131'x3l nails as follows: 90 Top chords connected as follows: 2x4. 1
row at 0-7-0 oc, 2x6.2 rows staggered at 0-9-0 oc Bottom chards connected as follows 2x6 - 2
rows staggered at 0-9-0 oc. M Webs connected as follows: 2x4 - 1 rowat0-9-0 oc. 2) All loads are considered equally applied
to all plies, except if rated as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise •••' '•• indicated. LICENSE"% 3) Unbalanced roof live loads
have been
considered for this design. .i' 4) Wind: ASCE 7-10; Vult-150mph (
3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h-30ft; B.4511; L-5M; eave=6h; Cat. 11; Exp C; End., GCpi-O.18; MWFRS (directional); Lumber DOL. 1.60 plate grip DOL. 1 60 Provide 5) adequate drainage to prevent water
pending. 6) All plates are MT20 plates unless
otherwise indicated. 7) This truss has been designed for
a 10 0 psf bottom chord live load nonconcurrent with any other live loads. Q 4 Z 7p 4 8) ' This
truss has been designed for
a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will In between the bottom chord and any other members. 9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 1649 lb uplift at pint 2 and 1650 lb uplin at Joint 10. r STATE OF • 10) 'Semrngid pitchbreaks with fixed heels' Member
end fixity model was used in the analysis and design of this truss. g O R1Pta t1i4 Continued on Me2
t William M.
Ranieri, PE FL L L+
I z7o4
Job Truss Truss Type City Ply
69187568 B01 Hip 1 TJob erence (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run 7 430 s Oct 14 2013 Print: 7.430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12.37:08 2014 Page 1
I D.IVYmRMy_ScUvOP2cf24 RIozOUps-83slhUx V?7C6klvgBG IBR Vor8F8281 HHQu3C')Cyz9?
9-0-0 19-4-0 28-4-0
9-0-0 10-4-0 9-0-0
Scale - 1 35
Camber . 7/16 i
4x6 =
3x8 = 4x6 =
4 is 5 6
400 FIT
20 z- 2.4
3 7
3
1
2BI
e
d
11 10 9 1416N/-581M
3x8 = 5x6 = 3xe =
3xe = 3x8 =
0-e4)(0-1.12)
1 99 662M10
28-4-0
1 28-4-0
Plate Offsets X 10 0-3-0 0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 125 TC 062 Vert(LL) 0.36 10 >938 240 MT20 244/190
TCDL 20.0 Lumber Increase 125 BC 098 Vert(TL) -0 61 10 >557 180
BCLL 0.0 ' Rep Stress Incr YES WB 041 Horz(TL) 0.18 8 n/a n/a
BCDL 10.0 Code FBC2010lrP12007 Matnx-M) Weight: 128 lb FT = 201/6
LLIMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathirg directly applied or 2-10-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceding directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No 3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabilizer InstallaLonguide
K AILAIUM (IRrsize) U-14"I bimecrianical, 2=14'JWU-t1-0 (mm. f1-1-12)
Max Horz 2-82(LC 9)
Max Upli t8--581(LC 10), 2=-662(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25,2-3=-3312/1968,3.4=-2916/1690,4-18=-2751/1659,5-18= 2751/1659,5-6=-2755 1662,6-7=-2920/1694,7-8=-3322/1978
BOT CHORD 2-11=-1770/3077, 10-11=-170313200, 9.10-1703/3200, 8-9=-1780/3088
WEBS 3-11=-399/400, 4-11=-259/571, 5-11=-632/332, 5-10-/145, 5-9=-629/328, 6-9=-262/574, 7-9=-406/407
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5 Opsf, h-30ft, B=45ft. L=50ft; eave-6111; Cat. II; Exp C; End , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and
forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL-1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live bad of 20.Opsf 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
6) Refer toe girder(s)
mechanical
for truss
ct
truss cothers) of t
V
7) Provide mechanical connection (by others) of inns to bearing plate capable d withstanding 581 Lb uplift at )ant 8 and 662 lb uplift at pint 2. . • •• •..•
8)-Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss
07 ••LICENSE '•,
LOAD CASE(S) Standard
No.42704
s;. STATE OF
ZOR
6 ,.•.
William M. Ranieri, PE FL
Job Truss Truss
Typeb
Ory Ply
69187568 B02 Hip Girder 1 T Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run. 7 430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12.37:09 2014 Page 1
I D:I VYmRMy_5cUvOP2cf24 RIozOUps-cFQ7ugy7mRKzMtU01-pQ_iLvPlZ6tgCQfYpm Xeyz9?
7-0-0 21-4-0 28-4-0
7-0-0 14-4-0 7-0-0
Scale - 1 35
Camber . 13/16 i
6x8 = 7x8 = 3x4 = 3x4 = 3x4 =
4 18 5 19 20 6 21 22 7 23 8
4 00 12 2x4 12
3
6x12 MT20H W
3 IN S 4
9
2R 1B2 Bi
0 0
13
24 25 12 26 27 28 11 29 30 10 2708#1-1140M
7x8 =
8x 14 MT20H= 804 MT20H=
7.5 = 012 =
0-8-0(03-5)
12d1W-1220" 7-0-0 21-4-0 28-4-0
1-0-0 7-0-0 14-4-0 7-0-0
Plate Offsets x 2:0-6-1 1,Edoel, a0-4-00.2-6 8.0-4-tz0-z-to 9,0-1-20-o-t 10,0-3-80.3-8 11:0-7-oE a 0-7-O.EdQel
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TOLL 20 0 Plates Increase 125 TC 0.97 Vert(LL) 0.57 11.12 >592 240 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 067 Vert(TL)-1.2111-12 >281 180 MT20H 187/143
BCLL 00 ' Rep Stress Incr NO WB 075 Horz(TL) 024 9 n1a n/a
BCDL 100 Code FBC201 O/TP12007 Matnx-M) Weight 158 to FT = 20°/
LUMBER BRACING
TOP CHORD 2x4 SYP M 30 *Except' TOP CHORD Structural wood sheathing directly applied
T2, 2x6 SP No.2, T3: 20 SYP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing
BOT CHORD 2x6 SYP M 26 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with
WEBS 2x4 SP No.3 Stabilizer Installation guide
REACTIONS (lb(size) 9=2708/Mechanical, 2=278510-8-0 (min. 0-3-5)
Max Horz2=66(LC 7)
Max UpIM9=-1140(LC 8), 2=-1220(LC 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25,2-3=-7789/3302,3-4=-759113224,4-18=-7324/3122,5-18= 7328/312315-19=-9419/3997,19-20=-9419/3997,6-20-9419/3997,6-21.-9395/3984,21.22=-9395'3984,7-22=.9395M84,7-23=-7360/3166,
8.23=-735513164,8-9=-770013245
BOT CHORD 2-13=-3061/7351,13-24=-3798/9126,24-25=-3798/9126,12-25=-3798/9126,12-26--4096/9769,26-27=-4096/9769,27.28=-4096/9769,11-28--409619769,11-29=-3791/9108,29-30=-3791/9108,10-30=-3791/9108,
9-10=-2985r7237
WEBS 3-13=-326/164,4-13-727/1973,5-13=-21901968,5-12--136/649,6-12=-509/324,6-11= 531/338,7-11=-131/643,7-10=-2188/931,8-10=-631/1856
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL-5 Opsf; h=30ft, B=45ft, L=5011; eave=6h; Cal. II; Exp C; Encl., GCpI=O.18; MWFRS (directional); Lumber DOL=1 60 plate gnp D0L=1.60
3) Provide adequate drainage to prevent water ponding. _
4) All plates are MT20 plates unless otherwise Indicated rVtLs
5) This truss has been designed for a 10 0 psi bottom chord live load noncorlcurrent with any other live loads •,.•.. ••
6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will f11 between the bottom chord and any other members. ••• •, 0!! 7) Refer to girder(s) for truss to truss connections. :' LICENSE •' ; ?
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1140 lb uplift at joint 9 and 1220lb uplift at joint 2. j
9) "Senx-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. •
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 Ito down and 363 lb up at 7-0-0, 126 lb down and 186 lb up at 9-0.12, 126 lb down and 186 lb up at 11-0-12, 126 lb down N0. 4 z 704
and 186 Ito up at 13-0.12, 126 Ito down and 186 lb up at 14-2-0, 126 Ito down and 186 lb up at 15-3-4, 126 Ito down and 186 lb up at 17-3-4, and 126 lb down and 186 lb up at 19-3-4. and 2813 lbdown and 363 lb up at 21-4-0 onM A• • top
chard, and 437 lbdown and 142 lb up at 7.0-0, 70 Ib down at 9-0-12, 70 Ib down at 11-0.12, 70lb down at 13-0-12, 70 lb down at 14-2-0, 70 Ib down at 15-3-4, 701b down at 17-3-4, and 701b down at 19-3-4. and 437 lb down and
142lb up at 21-3-4 on bottom chard The design/selectan of such conrlecton device(s) is the responsibility of others. • 11) In
the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). % STATE dF r LOAD
CASE(
S) Standard j O R1pr•
P••i4 V Continuedon
page 2 William M.
Ranieri, PE Fl. 4
Job Truss Truss Type Oty Ply
69187568 C1 JACK -OPEN 10 1 Lbllele,erice(oplwn.l
ProBuild East, Lady Lake, Florida, James Jonas Run 7.430 s Oct 14 2013 Print. 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 37:10 2014 Page 1
ID:I VYmRMy_5cUvOP2cf 24 RlozOUps-5 R_V5AzlXISq_13 DJhKf Xwtlk33ocl BZuCYJ35yz9'?
0-11-11
0-11-11
Scale - 1 7
3
400 12
2
6
7
rd
1 T1
B1 0
EN!-9a
o-e-0 1-8)
15371/-133# 2x4 =
0-11-11
1-0-0 0-11-5 0-11 10
1-0-0 0-11-5 O- s
0-0-1
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 000 2 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) 0.00 2 n/a n1a
BCDL 10.0 Code FBC2010/TP12007 (Matnx-M) Weight 5 lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 0-11.11 oc pudins
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
MiTelk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabilizer Installation uide.
REACTIONS (Ib/size) 3-5/Mechanical, 2=153/0 8-0 (min 0-1-8), 2=153/0-8-0 (min. 0-1-8)
Max Horz2-50(LC 10)
Max Upli t3=-9(LC 7), 2=-133(LC 10)
Max Grav3=8(LC 15), 2=153(LC 1), 2=153(LC 1)
FORCES (to) - Maximum CompressioriMaximum Tension
TOP CHORD 1-2=0/25, 2-3=-49/38
NOTES
1) Wind- ASCE 7-10; VuR=150mph (3-second gust) Vasd=116mph; TCDL=5 Opsf, BCDL=5.Opsf, h=30ft; B=45ft; L-50ft; eave=6ft; Cat. It: Exp C, Encl., GCpr-0.18, MWFRS (directional) and C-C Extenor(2) zone;C-C for members and
forces & MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL-1.60 u
2) ' This truss has been designed for a live bad of 20.Opsf 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.
3) Refer to girder(s) for truss to truss connections. ..••.•
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 133 lb uplift at pint 2 ; ' LICENSE5) 'Semi rigid ptchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss •
LOAD CASE(S) Standard j
No.4Z704
s STATE ORAPass .........
William M. Ranieri, PE FL 4
Job Truss Truss Type Oty Ply
69187568 C3 JACK -OPEN 10 1 FJobReference optional)
ProBuild East, Lady Lake, Flonda, James Jonas Run 7 430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MiTek Industries. Inc. Fri Jul 11 12 37 10 2014 Page 1
I D:I VYmRMy_5cUvOP2cf24 RIozOUps-5 R_V 5AzlXISq_13DJhKf Xwtlk32eclBZuCYJ35yz9
2-11-11
2-11-11
Scale - 111
3
400 F12
Ti
12
E3N/54A V
2
0
2 8.010.1 0vtjl
1
c{I
B1
4
49010/
2x4 =
2-11-11
1-0-0 2-10-9 2-11,5
1-0-0 2-10-9 0- 2
0-0-6
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 20.0 Lumber Increase 125 BC 0.07 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 We rVa
BCDL 10.0 Cade FBC2010/TPI2007 Matnx-M) Weight, 11 lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puddns.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceding directly applied or 1 G-G-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabdhzer Installation guide
REACTIONS (lb/size) 3=83/Mechanical, 2=253/0-8-0 (min. 0-1-8), 4=35/Mecharical
Max Horz2=89(LC 10)
Max Uplitt3=-54(LC 10), 2=-145(LC 10)
Max Grav3=83(LC 1), 2=253(LC 1), 4=49(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25, 2-3=-214/82
BOT CHORD 2-4--147/247
NOTES
1) Wind, ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL-5.Opsf, BCDL=5.Opsf; h=30f1; B-451t, L=5011; eave=6ft, Cat. II; Exp C; End , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and
forces d MWFRS for reactions shown, Lumber DOL=1.60 plate gnp 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 bad of 20.0psf 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 54 Ito uplift at Point 3 and 145 lb uplrft at pint 2.
6)'Semi-dgid fixed heels' Member fixity in the analysis and design of this truss. pitchbreaks with end model was used
LOADCASE(S) Standard
LICENSEe•-
No 4Z704
s STATE OF
w44
William M. Ranieri, PE FL
Job Truss Truss Type Ory Ply
69187568 C5 JACK OPEN 9 TJob erence (optional)
Pro Build East, Lady Lake, Florida, James Jonas Run 7.430 s Oct 14 2013 Print 7.430 s Oct 14 2013 MiTek Industries. Inc Fn Jul 11 12:37:11 2014 Page 1
ID:IVYm RMy_5cUvOP2cf 24RIozOUps-ZeY1J WzN I2ahbBePs Psu37007SMvLIR16sltbXyz9')
4-11-11
4-11-11
Scale 3/4'.1
3
400 F12
374N/-168N 14501.100M
0-8.0(0.1.8)
T1
2
1 BI
4
79#/0#
2x4 =
4-11-11
1-0-0 4-10-9 4 5
WOO 4-10-9 0 2
0-0-6
LOADING (psf) SPACING 2-0-0 CS! DEFL in loc) Vdefi Ud PLATES GRIP
TCLL 20.0 Plates Increase 125 TC 0.31 Vert(LL) 0.04 4.7 >999 240 MT20 244/190
TCDL 20.0 Lumber Increase 125 BC 0.20 Vert(TL) -0 06 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight 17 lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling 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.
REACTIONS (lb/size) 3-145/Mechanical, 2=374/0-8-0 (min. 0-1-8), 4=52/Mechamcal
Max Horz2=130(LC 10)
Max UpIi t3=-100(LC 10), 2=-188(LC 10)
Max Grav3=145(LC 1), 2=374(LC 1), 4=79(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/25, 2-3=-686/503
BOT CHORD 2-4=-684/807
NOTES
1) Wind ASCE 7-10; VuR=150mph (3-second gust) Vasd=116mph; TCDL-5 Opsf, BCDL=5.Opsh h-30R; B=45ft; L=50ft; eave=6h; Cat. 11; Exp C; Encl., GCpr-0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and
forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord kve load nonconcurrent with any other live loads
3) ' This truss has been designed for a live bad 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 truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )ant 3 and 1158 lb uplift at pint 2
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOADCASE(S) Standard•.••••'••••••
LICENSE =
No@ 42704
s STATE OF
assOFI
William M. Ranieri. PE FL 4
Job Truss Truss Type City Ply
69187568 C5S JACK -OPEN 1 1
Job Reference (optional)
Pro Build East, Lady Lake, Florida, James Jonas Run 7 430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12:37 11 20t4 Page 1
ID:I VYmRMy_ScUvOP2cf24 RIozOUps-ZeYtJ W zN 12ahbBe PsPsu37OP?SMXLIRI6sItbXyz9..
4-11-11
4-11-11
2
Scale 314'.1
4 0012 1470/-
101 M T1
97
55
B1
30 =
3 29001-
1 DO 81 x/oN 4-
11-11 4-
10.9 4 5 4-
10-9 0 2 0-
0-6 Plate
Offsets X 1,0-1.6 e LOADING (
psf) SPACING 2-0-0 CSI DEFL in (hoc) Udell L/d PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 032 Vert(LL) 005 3-6 >999 240 MT20 244/190 TCDL
200 Lumber Increase 1.25 BC 022 Vert(TL) -0 06 3-6 >999 180 BCLL
00 ' Rep Stress Incr YES WB 000 Horz(TL) 000 1 Na n/a BCDL
10.0 Code FBC201 O/TPI2007 Matnx-M) Weight 15 lb FT = 201/6 LUMBER
BRACING TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc puriins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MtTek
recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer
Installation guide. REACTIONS (
Ib/size) 1=290/Mechanical,2.147/Mechancal,3.54/Mechanlcal Max
Horz 1=100(LC 10) Max
Upldtl.-104(LC 10), 2=-101(LC 10) Max
Grav1.290(LC 1), 2.147(LC 1). 3=81(LC 3) FORCES (
lb) - Maximum CompressioNMaximum Tension TOP
CHORD 1-2.-665/620 BOT
CHORD 1-3=-816/792 NOTES
1)
Wind: ASCE 7.10; Vuh.150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.0ps1; h-30ff; B=45ft; L=50111; eave-6ft; Cat. 11: Exp C; Encl., GCpr-0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces
6 MWFRS for reactions shown; Lumber DOL.1.60 pate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chard five load rionconcurrent with any other Irve loads. 3) '
This truss has been designed for a live bad of 20.Opsf 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 truss to truss connections. 5)
Provide mechanical connection (by others) of truss to beannlg plate capable of withstandng 104 lb uplift at joint 1 and 101 lb uplift at pint 2. 6) '
Semi-rgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. MM LOADCASE(
S) Standard 16 ICENSE'•-
i
N0.
4Z704 s
STATE 4F Ass
JAI William
M. Ranieri, PE FE bi'4
Job Truss Truss Type City Ply
69187568 E7 Jack -Open 23 1 FJobAeference optional)
ProBuild East, Lady Lake, Florida, James Jonas Run, 7 430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fn Jul 11 12 37.12 2014 Page 1
I D.IVYmRMy_5cUvOP2cf24RIoz0Ups-1 q6G W s_?2MiYDLDbO6N7cLzVSsfC4BhsLW 108zyz9?
7-0-0
7-0-0
3
Scale - 1 19
Camber . 1/8 i
400 12
206N/.1449
500#/-23"
PZ 0.8.0(0-1-6)
T1 c
u^
2
A 1
d
81
4
110N/ON
3.5 =
1-0-0 7-0-0
1-0 0 7-0-0
Plate Offsets X12-0-1-2,EdQel
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 200 Plates Increase 1.25 TC 0.66 Vert(LL) 0.11 4-7 >740 240 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.19 4-7 >439 180
BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.01 2 rVa n/a
BCDL 100 Code FBC2010ITP12007 Matnx-M) Weight: 23lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purfins.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
MITek recommends that Stabilizers and requred cross bracing be Installed during truss erection, in accordance with
Stabilizer Installation guide.
REACTIONS (lb/size) 3=206/Mechanical, 2=500/0-8-0 (min 0-1-8), 4.67/Mechanical
Max Horz2=171(LC 10)
Max Uplrfl3=-144(LC 10), 2.-234(LC 10)
Max Grav3-206(LC 1), 2=500(LC 1). 4=110(LC 3)
FORCES (lb) - Maximum CompresslorVMaximum Tension
TOP CHORD 1-2=0/25, 2-3=-1378/1092
BOT CHORD 2-4=-1425/1631
NOTES
1)Wind ASCE 7-10; Vull.150mph (3-second gust) Vasd=116mph, TCDL=5 0psf; BCDL=5.0psh h=30tt; B-45tt; L=5011; eave=611; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and
forces 8 MWFRS for reactions shown; Lumber DOL-1 60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will in between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical corviectlon (by others) of truss to bearing plate capable of withstanding 144 lb uplift at pint 3 and 234 lb uplift at pint 2.
6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss M
LOADCASE(S) Standard
LICENSEr'
No 42704
k; STATE OF
44 O vR4P.•' ass ire
William M. Ranieri, PE FMi0*2 4
Job Truss Truss Type City Ply
69187568 E7G Monopitch 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run: 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MfTek Industries, Inc Fri Jul 11 12:37:12 2014 Page 1
I D:I VYmRMy_ScUvOP2cf24RIozOUps-1 q6G Ws_?2MiYDLDbQ6N7cLzc3sbs42asLW 1 O8zyz9?
7-0-0
7-0-0
2x4 11 Scale - 121
3
400 12
4x5
2
W3
T1
4x5 =
w1
1
81
HTU26
5
e
3051"41-13170
3x12 MT20H II
H126
Special 5x5 =
o-e-oto-l-e1
j e55AY-801-8-12 , 3-8-12 , 5-8-12 , 7-0-0 ,
1-8-12 2-0 0
Plate Offsets X 1:0-7-12 0-0-14 s 0-6-40-1-e LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL
20 0 Plates Increase 1.25 TC 024 Vert(LL) 003 5 >999 240 MT20 244/190 TCDL
20.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.07 5 >999 180 MT20H 187/143 BCLL
0.0 ' Rep Stress Incr NO WB 058 Horz(TL) 001 4 n/a n/a BCDL
10.0 Code FBC20 I O/TPI2007 Matnx-M) Weight: 81 lb I'T - 20% LUMBER
BRACING TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT
CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS
2x4 SP No 3 REACTIONS (
lb/size) 1=19550-8-0 (mm.0-1-8), 4=3051/MechaNcal Max
Horz 1=133(LC 8) Max
Uphill=-807(LC 8), 4=-1317(LC 8) FORCES (
lb) - Maximum CompressKWMaximum Tension TOP
CHORD 1-2=-4538/1873, 2-3=-46/34, 3-4--129/82 BOT
CHORD 1-5=-1855 4279, 5-8=-1855f4279, 4-8=•1855/4279 WEBS
2-5=-1255/3062, 2-4=-4645WI4 NOTES
1)
2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top
chords connected as follows, 2x4 - 1 row at 0-9-0 oc. Bottom
chords connected as follows: 2x8. 2 rows staggered at 0-5-0 oc. Webs
connected as follows. 2x4 - 2 rows staggered at 0-2-0 oc, Except member 2-4 2x4 - 1 row at 0-9-0 oc. 2)
All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distrib rte only bads noted as (F) or (B), unless otherwise indicated.
3)
Wind, ASCE 7.10; Vun=lSomph (3-second gust) Vasd=116mpn, TCDL=5.opsf, BClx=5 opsl; h=30n; B=4511t; L=SOft; eave=6n: Cat. II; Exp C; Eral , GCp-O 18; MWFRS (directional); Lumber ()0L=1.60 plate grip DOL=1.60 4)
All plates are MT20 plates unless otherwise indicated. 5)
This truss has been designed for a 10 0 psi bottom chord live load noricoricurrent with any other live loads. •••• •.• 6) '
This truss has been designed for a live bad of 20.Opsf on the bottom chard 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 LICENSE •• 7)
Refer to girder(s) for truss to truss connections. 8)
Provide mechanical connection (by others) of truss to bearing plate capable of wrthstanding 8071b uplift at )ant 1 and 1317lb Semrngid
fixed heels" Member fixity in design uplift
at gird 4 9)
pitchbreaks with end model was used the analysis and of this truss 10)
Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 1-8-12 from the left end to 5-8-12 to connect truss(es) C5S (1 ply 2x4 SP), B01 (1 ply 2x4ff N0. 4Z704 i SP)
to back face of bottom chard a * : •
11)
Fill all nail holes where Manger is in contact with lumber. 12)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2688 lb down and 1160 Ito up at 3-8-12 on bottom chard The desggr selection of such connection device(s) is the responsibili S STATE 4 F • Sof
others. LOAD
CASE(S) Standard w
L
RIDS, .
0 Continued
on page 2 William
M. Ranieri, PE FL 4
Job Truss Truss Type OM Ply69187568E71Jack -Open 3 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Rum 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries. Inc Fri Jul 11 12 37 13 2014 Page 1
ID:IVYm RMy_ScUvOP2cf24RIozOUps-VOgekC?epgq PrUoo_quMBYVi_G?upexOaAnzgOyz9?
7-0-0
7-0-0
3
Scala - 123
Camber . 118 i
672M1JO6Y 4 00 12
202N/-1360
0-6-0(0.1.6)
N
T1
2
cccJJJ
81
4
106R/0N
1
3:4 =
3-0-0 7-0-0
3-0-0 7-0-0
Plate Offsets X 20-1-1015-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20 0 Plates Increase 1.25 TC 0 55 Vert(LL) -0 05 4-7 >999 240 MT20 2441190
TCDL 20.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0 16 4-7 >510 180
BC00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL
10.0 Code FBC2010/TP12007 Matnx-M) Weight: 26lb FT = 20% LUMBER
BRACING TOP
CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT
CHORD 2x4 SP No 2 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 REACTIONS (
lb/size) 3=202/Mechanical, 2=67210-8-0 (min G-1-8), 4=60/Mechanical Max
Horz2=231(LC 10) Max
Uplif13=-138(LC 10), 2=-408(LC 10) Max
Grav3.202(LC 1), 2=672(LC 1), 4-106(LC 3) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2-O/76, 2-3=-1331/59 BOT
CHORD 2-4=-128/1440 NOTES
1)
Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL-5 Opsf, BCDL-5 Opsf, h=30f1; B-45ft; L=5011; eave-6ft, Cat. 11; Exp C, End., GCpi-0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces
6 MWFRS 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 Irve loads. 3) '
This thus has been designed for a live bad of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and arty other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical convection (by others) of truss to bearing plate capable of withstanding 13811b uplift at pint 3 and 408 lb uplift at pint 2. 6) "
Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. - wM LOAD
CASE(S) Standard LICEN
SE ; [ N0.
42704 STATE
OF u
William
M. Ranieri, PE FL 4
Job Truss True Type Ory Ply
69187568 R7 Jack -Open 5 1 FJobReference optional)
ProBuild East, Lady Lake, Flonda, James Jonas Run: 7 430 s Oct 14 2013 Print, 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 1237 13 2014 Page 1
I D.I VYmRMy_5cUvOP2cf24 RIozOUps-VOgekC?epggPrUoo_qu M8YVglGsupZkOaAnzgOyz9?
4-2-8 7-0-7 9-10-1
4-2-8 2-9-15 2-9-10
4 Sine .119 15
Camber . 1 /4 ir
2 63 FIT 12
3x4 202N1-1310
71 ON/-334N 3
0-10-15(0.1-e)
11
Ti 7
N
W1
W2
2
1 B1
13
7
14 6
2x4 II
2x4 --
41001-1290
3x4 = 5
9-10-1
1-5-0 i 4-2-8 7-0-7 9-8-15 i-L%11
1.5-0 4-2-8 2-9-15 2.8-8 0 2
0-0-6
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 200 Plates Increase 1 25 TC 069 Vert(LL) 0.14 6-7 >843 240 MT20 2441190
TCDL 200 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.34 6.7 >349 180
BCLL 00 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.02 5 Na n/a
BCDL 100 Cade FBC20101TPI2007 Matnx-M) Weight 38 lb FT = 2011.
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purtins.
BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing.
WEBS 2x4 SP No.3
I MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with
Stabilizer installation Quide.
REACTIONS (Ib/size) 4=202/Mechanical, 2=710/0-10-15 (min. 0-1-8), 5=410/Mecharxcal
Max Horz 2=171(LC 8)
Max Uplift4=-131(LC 8), 2--334(LC 8), 5=-129(LC 8)
FORCES (lb) - Maximum Compression/Maxtmum Tension
TOP CHORD 1-2=0/26, 2-11= 1350/464, 3-11=-12791468, 3-12--65/40, 4-12--36/38 BOT CHORD
2-13--549/1276, 7-13=-549/1276, 7-14=-549/1276, 6-14--549/1276, 5-6=0/0 WEBS 3-
7=-20/440,3-6= 1386/596 NOTES 1)
Wind,
ASCE 7-10, Vufi=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf, h=30ft, B-45tt; L-50ft; eave=611t; Cat. 11; Exp C; Encl., GCp-0 18; MWFRS (directional); Lumber DOL-1.60 plate gnp DOL=1.60 2) This
truss has been designed for a 10.0 pst bottom chard live load nlonconcurrent with any other live loads. 3) ' This
truss has been designed for a live bad 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. 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 334 lb uplift at joint 2 and 129lb uplift at pint 5 6) "Semi -
rigid pitchbreaks with fixed Reels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(
s) or other connection device(s) shall be provided suffiaent to support concentrated load(s) 8lb down and 96lb up at 4-2-8, 8 lb down and 96lb up at 4-2-8, and 65lb down and 141 It, up at 7-0-7, and 65 lb down and 141 lb up
at 7-0.7 on top chord, and 15 lb down and 8 lb up at 4-2-8, 15 lb down and 8 lb up at 4-2-8, and 39lb down and 0 lb up at 7-0-7, and 39 lb down and 0 lb up at 7-0-7 on bottom chord The design/selection of such ` w connection device(
s) is the responsibility of others. 8) In
the LOAD CASE(S) section, bads applied to the face of the truss are rated as front (F) or back (B). VV'r•••••••..• LICENSE •
LOAD
CASE(
S) Standard 4' • 1) Dead +
Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads
i / NQ
42744
pit)iVert:1-
4--80, 5.8--20 Concentrated Loads (
lb) i • Vert:
11=-
6(F=-3, B=-3) 12= 130(F=-65, B=-65) 13--30(F=-15, B=-15) 14_ 64(F=-32, B=-32) STATE OF •
i lt cyi
WilliamM.
Ranieri, PE Fl.
Job Truss Truss Type Ory Ply
69187568 Vol FLOOR 1 1
Job Reference (optional)
ProBuild East, Lady Lake, Florida, James Jonas Run: 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc Fri Jul 11 12 37.13 2014 Page 1
ID:I VYm RMy_5cUvOP2cf24RIozOUps-VOgekC')epggPrUoo_quM8YVg8G4JpexOaAnzgOyz9?
2-0-0
2-0-0
4 00 12 Scale . 1 7
1
2
B1
3
2x4
2-0-0102=d-0 2-0.OSO-1-e)
2-0-0
LOADING (psf) SPACING 2-0-0 CSI 5W-19DEFL in (loc) Vdeft Ud 4309= PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 20.0 Lumber Increase 125 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC20101TPI2007 Matrix) Weight 5lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc pudins.
BOT CHORD 2x4 SP No.2 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.
REACTIONS (lb/size) 1=55/2-0-0 (min. 0-1-8), 2-44/2-0-0 (min. 0-1-8). 3=11/2-0-0 (min. 0-1-8)
Max Horz 1=22(LC 10)
Max Upldtl=-19(LC 10). 2.-32(LC 10)
Max Grav1=55(LC 1), 2=44(LC 1), 3=22(LC 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-22/13
BOT CHORD 1-3-WO
NOTES
1) Wfnd: ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h-30ft; B=45ft; L=50ft; eave=61t; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extenor(2) zone,C-C for members and
forces R MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chard bearing.
3) This truss has been designed for a 10 0 psf bottom chord live load nonlconcurrent with any other live loads
4) ' This Ines has been designed for a live bad of 20.Opsf on the bottom chard 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula Building designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19lb uphill at joint 1 and 32 lb uplift at
7) 'Semi-ngaf pitchlbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss
pent 2.
w
LOADCASE(S) Standard.•
LICENSE*•-
i •:
Nov 42704
s STATE OF
Z O R19,;'' l
f
William M. Ranieri, PE FL 4
Job Truss Truss Type Oty Pry
69187568 VO3 FLOOR 1 TlJob Reference (optional)
ProBuild East, lady Lake, Florida, James Jonas Run 7.430 s Oct 14 2013 Print 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12:37.14 2014 Page 1
ID:IVYmRMy_ScUvOP2cf 24RIozOUps-zDEOxYOGazyFSeN_YXPbhm2y 1 gPBY5A9pq WXCsyz9?
4-0-0
4-0-0
Scale - 1 11
2
400 12
2x4 1
wi
1
a1
3
2x4 2x4 11
0-1-e) 0.1-e)
4-0-0
r—T.ra r -s ni
4-0-0
r mr
LOADING (psi) SPACING 2-0-0 CSI DEFL In loc) Well L/d PLATES GRIP
TOLL 200 Plates Increase 1.25 TC 0.21 Vert(LL) n1a n/a 999 MT20 244/190
TCDL 20.0 Lumber Increase 1 25 BC 010 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 r1/a Na
BCDL 10.0 Code FBC2010/TP12007 Matrix) Weight 12 lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 440 oc purlins, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1440 oc bracing
WEBS 2x4 SP No 3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance w th 71StabilizerInstallationguide.
REACTIONS (lb/size) 1-14814-0-0 (min. 41.8), 3=148/4-40 (min. 41-8)
Max Horz 1=60(LC 10)
Max Uplift1--51(LC 10), 3=-71(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-60/35, 2-3— 124/163
BOT CHORD 1.3=0/0
NOTES
1) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=5.0psh BCDL=S.Opsi; h=30ft; B=45fl; L=50f ; eave=6111; Cat. II; Exp C; Encl., GCpi=o.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and
forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60
2) Gable requires continuous bottom chord bearing
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with arty other live loads
4) ' This muss has been designed for a live bad of 20.Opsf 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 51 lb uplift at joint 1 and 71 lb uplift at pint 3.
6) "Sermngld pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 054,01u4%
LOAD CASE(S) Standard
uM ,T,0
e ICENSES
No.42704
s STATE OF ;1
O Rip eelass •......- IM
w/ —
William M. Ranieri, PE FL 4
Job Truss Truss Type Ory Pry
69187568 V05 FLOOR 1 1FJobReference optional)
ProBuild East, Lady Lake, Florida, James Jonas Run: 7.430 s Oct 14 2013 Print, 7 430 s Oct 14 2013 MiTek Industries, Inc. Fri Jul 11 12:37.14 2014 Pagel
I D.IVYmRMy_5cUvOP2cf24 RIozOUps-zDEOxYOGazyFSeN_YXPbhm2sXgMzY5A9pq W XCsyz9?
6-0-0
6-0-0
2x4 11 Scale - 1 16
2
400 12
wi
1
B1
3
2x4 s 2x4 II
6-0-0
6-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 125 TC 062 Vert(LL) rVa r1/a 999 MT20 244/190
TCDL 20.0 Lumber Increase 1.25 BC 0.31 Vert(TL) n/a r1/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 r1/a n/a
BCDL 10.0 Code FBC2010/TP12007 Matrix) Weight 19lb FT - 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
WEBS 2x4 SP No 3 M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with
Stabilizer Installation guide.
REACTIONS (lb/size) 1=248/6-0-0 (mn.0-1-8),3=24a/6.0-0 (min.0.1-8)
Max Horzl=101(LC 10)
Max Upldtl.-85(LC 10), 3=-119(LC 10)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--99/58, 2-3--205268
BOT CHORD 1-3-0/0
NOTES
1) Wind: ASCE 7-10; Vufl=150mph (3-second glut) Vasd=116mph; TCDL=5 OpsF BCDL=5.0psf, h-301t; B•45tt; L=50f1; eave=6ft; Cat. 11; Exp C; Encl., GCpt.0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and
forces E MWFRS for reactions shown; Lumber DOL.1.60 plate grip DOL=1 60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other five bads.
4) ' This truss has been designed for a live bad of 20.Opsf 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 85 lb upkft at joint 1 and 119 lb uplift at pint 3
6) 'Semi-ngxf pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. A1111VAMMUNOM.
LOADCASE(S) Standard
0
LICENSE
No.42704
s• STATE 8F I
WMAI
William M. Ranieri, PE FL 4
PROmBUILD
Don Road. Plant Cdv. Florida, 33567
W
nieeuM Eonrun
Truss Technician II
J Jac
Shgamre d ens dmnwn arirvaedaes trial ee bent has mewed On Inns pleomae diagram
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capon an sdrtlusng. Any hbo, material or Ime delay incurred Imm hadepuate o -- ntu-
nalon suppled from the des.. be al be cl= expense All field measurements by an assodate
ill Rua& re perionne0 sole as a mwnesy to aid dal and Nat be vaned by the clem. It Is the
dada r.porcblhy Idrepent any design dung. or —In cis cd sdu documents m de
bid d dedgre
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414 ad nt spacial rod ridge centeaha requirements 4 1 merharg ant I or ontlewr Wads and and
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regdmrnls. 6) kit puss depd and bearing raq,neras. 7) AHU location pWmerd (suspended, recessed,
or Net) and! any special AHU was a ldadxg requirements anc e ) any oew
speed n dt o nq nddry M rid lmmad m, chimneys, suspended soffits, suspended leaders o beams,
saytrgnt lor ton:. operwq a atac spar . and nn stoage requirements Trusses wax bull) In
srmrdance war this Ness Itlace rom dagran C.) Design criteria
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tine design chuda specified by tie aalatrg designer, engir— of record an act state bld
a rapremets 4 D) Fabrication
and Delvey One ap,— buss pbmnent dbgram mist tie revned b Ire buss man. Ia kser bete
tabncatxn W de&M wil be selected it s tee d rWs respmsErbty to cDordnate Cddvery dales wN
the truss maulacLm The dent shad prmide a marled brslon for de" o. wrern meal
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accessbk. lent and dear or materials and deoe in feu of this buses wil be defverad a n the
best amiable bcaao at ow trawls deaeton. No back dhages will be ac'eplad tee above Q MW art
not met Cane ad hading of the Nsses following deJlvery is the RlOos6117 of Vie dent 1— W E)
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t-"%designer F.) Fdd haraq
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and Jeys ml sho n are d tie itlo framed by Ners 3 ) O.edergs may be me. legth - of m
Sn the held Ovaha¢ art 24 or lee-ro HoI gs appftl. G-) Repairs: Tans
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Gil Awry Tnuss. bete ood.cang tle sues marWad+rr wen specific; d tee Wool — repair he. will
be We responsibility of be dnl Repair aikrtmaaM
may neµaa when appWal by M dad pm b production and I a diksry of arry necessary
material o epee d canoe No badges a se aWages of cryWad wil be respad os s iesprtob #
caved n wiq changesea Ness maandreh rnamgarwC
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The Tess Plaomem Wgr
w. not c.Yd by n ng—. but new M 0. PruWd stall. ad I. purely to be used. an
anlalation pile and does mh rpJn a seal WrgMk Ness wglrwrYg and am" rn be fend on
the Tess Design Drawags which may be sealed by the Trent De3lV Fen, Approved By' Nasse Plh
Ise
Delivery Date:
Employed Of Aposq
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Load: 50 0 psi,
0 TCLL,20 TCDL, 00 BCLL, 10 BCDL: Dur.: 1.25 Design checked for 10psf nor-
mrnunerd LL can BC T.0 Plnh 4 112
NATek Engineering MiTeh 2020 B C Pilch FLAT Building
Code FBC 2010 U T.C. Size 2
x 4 ASCE 7-10 z hied tigt 2 x
4 TPI 2007 O Bearvg w 8' Truss
Design Corte6 Cladding o Catlolever WA uplift Calculations
MWFRS Onmilhang 12- Wind Speed I
Exposure 150 mph I Exp C caj O.H. Cut Plumb
Mean Height S 12' m Spacing 24' O C
Risk. Cal. (Factor) II (1 00 ) Lumber SP Enclosure (CoelFiclert) Enclosed (
1 D 18 ) Entry Exposed to Wind Lard
Exposed to Wind Big
HgL o Brg. HgL
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HgL O Q Brg. HgL Non-
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nsi mNedos, as m be spacJMd W suppled by olt r Ghent : ALL -IN CONSTRUCTION O
Z Project CUSTOM HOME
z
Address: 2000 W 16th
STREET, SANFORD FL w U Truss Type. Root
County
XX Dale 7-11-
14 I
Scale — ReAsed Drawn By James Jortas
RECORD COPY
r
D _ City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # _ q - Q0
Project Location Address 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.orcl.
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
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June 2014
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decimal
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adhesive
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SANFORD
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June 2014
r
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Florida Approval #
include decimal
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Please Print)
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Pmdud Approval Menu > Produd or Apollotlon Search > Application List > Application Dotal
FL it FL8871-R4
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived 61
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Erroll
Quaky Assurance Representative
Address/Phone/Enoll
Category
Subcategory
Compliance Method
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Evaluation Report
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Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Therrre-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
rk kwO rwbldgc onsuita nts. c o m
Vivian Wright
rk kwOrwbkigconsukants. cam
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Ld, Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
a12/31/2015
Ryan J. lang, P.E.
G4 Validation Checidist - Hardcopy Received
FL8871 R4 COI Certificate of Indeoendence.odf
SLudi[d Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
Florida Licensed Professional
FLB871 PAEauly of STANDAERDS odfr or Architect # / 2 0 7 7
httpsJhvAw.floridabLildrig.org/pr/pr_app dtl.aepollperertF%CMOvADgt)MjV4WQ rFirpIdg5ONidt2r¢4AwzYQM%3d 1/3
7242M4 1
Product Approval Method
4
T
Date Subnitted
Date VaWated'
Dote Pending FBC Approval
Dote Approved
0 S
Florida Bulldng Code Online
Method 1 Option D
02/27/2012
02/29/2012
03/07/2012
04/03/2012
Summary of Products -
FL* Modal, Number or Name Description
8871.1 a. "ClasskCraft Rustic' Series 36 x 8'0 'krpact' Opaque Fiberglass Radius Top Single Door (X) -
Inswing or Outswing
Limits of Use Irstdlstbm Lratructlone
Approved for use In HVHZ: Yes FL8871 R4 rl Inst 8871,1,ndf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Preaure: WA Evaluation Reports
Other. See INST 8871.1 for Design Pressure Ratings by specific FLB871 R4 AE Eval 8871,1.odf
Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes
Instructions.
8871.2 b. "ClasskCraft' or "ClassIcCraft Rustic' 3% x 810'Irrpact' Opaque Fiberglass Single Door (X) - Inswing or
Series Outswing
LtrnRs of Lisa Installation Instructions
Approved for use In HVHZ: Yes FL8871 R4 11 Inst 8871.2.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Thl Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See INST 8871.2 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.2.odf
Model and for any other additional use Imitations and installation Created by Independent Third Party: Yes
irtstructions.
8871.3 c. "ClasslcCraft' or'ClassIcCraft Rustic' T6 x 8'0'Impact' Opaque Fiberglass Single Door with Sidellte (OX
Series or XO) - Inswing or Outswing
Limits of Use I stnHation Instructions- -'
r.
Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.3.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: WA Evaluation Reports
Other. See INST 8871.3 for Design Pressure Ratings by specific FLE871 R4 AE Eval 8871.3.odf
Model and for any•other additional use pnitatlons and Installation Created by Independent Third Party: Yes
Instructions. (Note - ASTM E1300-98 utilized for areas Inside the
HVHZ)
8871.4 d. "ClassicCraft' or'ClasslcCraft Rustic' 3'6 x 8'0 'impact' Opaque Fiberglass Single Door with Sldeltes
Series OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R4 II Inst 8871.4.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnidt, P.E. 43409
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other. See INST 8871.4 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.4.odf
Model and for any other additional use linitatlons and installation Created by Independent Third Party: Yes
irrstructlons. (Note - ASTM E1300-98 utilized for areas inside the
HVHZ)
8871.5 e. 'FiberClassk' or'SrroothStar' Series TO x BT'Impact' Opaque Fiberglass Single Door (X) - Inswing or
Outswing
Limits of We Installation Instructions
Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.5.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: WA Evaluation Reports
Other. See INST 8871.5 for Design Pressure Ratings by specific FLE871 R4 AE Eval 8871,5.odf
Model and for any other additional use Inttations and Installation Created by Independent Third Party: Yes
Instructions.
8871.6 f. 'FlberClassic' or'Smooth5tar Series 310 x 810'Irrpact' Opaque Fiberglass Single Door with Sidelite (OX
or XO) - Inswing or Outswing
Limits of use Installation Irstructlons
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL8871 R4 II Inst 8871.6.odf
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 8871.6 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.6.odf
Model and for any other additional use Ur itatlons and Installation Created by Independent Third Party: Yes
iristructions. (Note - ASTM E1300-98 utilized for areas inside the
HVHZ)
T
W#sJAvmN.flaridaWicirig.org/pripr_wp M.espWWwFwGEVXQvADgtoiVYWOMmWg5ONW2rm4AmeYW%3d 20
7/24/2014 Florida Building Code Online
8871.7 g. 'FlberClasslc' or'SmoothStar• Series 3V x 8V Rrtpact' Opaque Fiberglass Single Door with Sldekes
OXO) - Inswing or Outswing
L6nRs of We LtstiaYstion Instructions
Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.7.Ddf
Approved for use outside HVHZ: Yes Verlffed By: Lyndon F. Schmidt, P.E. 43409
Impact Reslst ant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. See MT 8871.7 for Design Pressure Ratings by specific FLE871 R4 AE Eval 8871.7.Ddf
Model and for any other additional use lirriitatio ns and Installation Created by Independent Third Party: Yes
Instructions. (Note - ASTM E13DD-98 utilized for areas Inside the
HVHZ)
8871.8 h. 'FiberCbwlc', SmoothStar, 6'0 x 8'0 'impact' Opaque Fiberglass Double Door (XX) - Inswing or
ClassicCraR' or *ClassicCraft Rustle' Outswing
Series
Limits of ties Ltstalletion Ltstruetlons
Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.8.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Realstant: Yes Created by Independent Third Party: Yes
Design Pnwun: WA Evaluation Reports
Other. See INST 8871.8 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.8.Ddf
Model and for any other additional use lnitatlons and installation Created by Independent Third Party: Yes
Instructions.
8871.9 1. 'FlberClassk', SmoothStar, 6V x 8'0 Impact' Opaque Fiberglass Double Door with SldeRes
ClassicCraR' or'ClassicCraR Rustic' OXXO) - Inswing or Outswing
Series
Limits of time Installation Lstructions
Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.9.Ddf
Approved for use outside HVHZ: Yes Verftd By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: WA Evaluation Reports
Other. See INST 8871.9 for Design Pressure Ratings by specific FLE871 R4 AE Eval 8871.9.Ddf
Model and for any other additional use lirriitatlons and Installation Created by Independent Third Party: Yes
Instructions. (Note - ASTM E1300-98 utilized for areas Inside the
HVHZ)
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Contact Us :: 1940 North Monroe Street. Tallahessee Fl. 32399 Phone: 550-487-I11124
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrivaN Statement :: Aooessiblllty Statement :: Refund Statement
Under Florida Is% email addresses are public records. If you do not want your e-mail address released In response to a pub0orecords 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 Wth an email address If
they have one. The emails provided may be used for official communication atth the licensee. However email addresses are public record. If you do not Wsh to
supply a personal address, please provide the Department Wth an email address Wridr on be made available to the public To determine If you are a licensee
under Chapter 455, F.S., please dick lull.
Product ANreral Acceptaf
CreditSi4rFE
Ws:/ mAw. loridabuildng.oryhx/pr epp_dtl.asp Operanr%GEVXQvADot)MjWagMrpWNg5ONhcR2nz4AM¢vQM%3d W
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.O. Box 230 Vahico, FL 33593 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma-Tru Corporation Smooth Star" and "Fiber Classic"
Exterior
Exterior Door 118 Industrial Drive Fiberglass Single Door
Doors
Assemblies Edgerton, OH 43517 Inswing/Outswing
Phone (419)298-1740 Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma-Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the
High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the
2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E1996 and Section 1609.1.2.4 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-8871.5 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ".
8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be
installed only in non -habitable, areas or at habitable locations protected by an overhang or canopy such that the angle between the
edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-8871.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
TEL 01460336-A,B,C ASTM D635-03, ASTM D1929-96
ASTM D2843-99
STTS00001 ASTM G26-95
15427-107362 ASTM E84-00a
ATI 67508.01-106-18 ASTM D1929-96(2000)e01
TEL 06-1031-4 TAS 201-94, TAS 201-94. TAS 203-94
2. Drawing No. Prepared by
No. FL 8871.5 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
Testing Evaluation Lab.,lnc.
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W, Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed 3 Sealed by
Lyndon F. Schmidt, P.E.
Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therms-Tru
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
2/28/2012
PF 1233 Sheet 1 of 1
THE'RMA1T,R,tJ'
THERMA TRU DOORS
I 19 INDUSTRIAL DR., EDGERTON, OH 4351 7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
GNEIM NOTES "IMPACT'
1. This product has been evaluated and is In corroar-cewiththe 2DI0 Florida kfiding Code (FBC) sirm-tuird requirements
haxiing the "l-ligh Velocity ftkone ZaW (HVHZ). 2
Roduct anchors shall be as hied and spaced as shown on detak Anchor embedment to base material shot
be beyond wall dressing or stucco. 3.
When 6sed In the W40 this product compiles with section 1626 of the Florida BCAding Code and does riot require
an Impact resisloint covering. 4.
When used In areas outside of the 1WHr requiring wind borne debris protection this product carom with Section
1609.12 of the 2DI 0 FBC and does riot require an Impactresistantcovering. This product meets mIsft level "
17 and Inckides Wind Zone 4 as defined in ASTM El 996 and Section 1609.124 of the FBC. 5. For
N stud fronft construction, anchoring of these units shot be the some as that shown for 2x buck masorry construction.
6. Site
conclitim that deviate from the details of this drawing require kwhw engineering analysis by a licensed engineer or
registered architect. 7 Outswing
configuallors; using ttreshold Rem #4 meet water Infiltration requirements for WHr. 8- Inswing
configurallam and oulswing configurations using threshold Rem #5 do not meet the water inllbralbn requhmmls for
the WO and OKA be installed only In norphabituble areas or at habitable locations protected by
an overhang or canopy such that the ogle between the edge of canopy or overhang to A Is less than
45 degrees. TAKEOFCONFENIS SHW#
DESCWWN
I N31calNewlforudesign
p-- & g—d notes 2 Door
pond details Pmooth stair) 3 Door
details (%K classic) 4 Halzonlal
cross sections 5 Vertical
cmu sections 6 8W—
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u of Materials & Components 37.7,
7 MAX RAW WKYTH
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Orrme SMOOTHINSWING.
37.
7 Ir x "Ar 85.6 4185.0 STAR OLftWING
37.
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37.
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RILL OF MATERIALS
REM DESCRIMON MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
8 2X BUCK SG >= 0.55 WOOD
C MAX. IX SHIM SPACE WOOD
D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE
G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL
H 1 /4" X 3-1 /4 PFH ITW CONCRETE SCREW STEEL
J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL
L 10 X 2-1 /7 PFH WOOD SCREW STEEL
1 INSWING ADJUSTABLE THRESHOLD &lWAJ AWMJWOOD
2 INSWING THRESHOLD (5300HP5) ALUM./COMP.
3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD )ISP30M) ALUM./COMP.
4 OUTSWING COASTAL THRESHOLD ALUMJWOOD
5 OUTSWING STANDARD THRESHOLD AWMJWOOD
6 INSWING THRESHOLD ALUM./COMP.
7 DOOR BOTTOM SWEEP VINYL
8 JAMB PINE SG >= 0.42 WOOD
9 JAMB OAK SG>=0.42 WOOD
10 WEATHERSTRIP FOAM
I HINGE STEEL
12 10 X 3/4" PFH SCREW STEEL
13 9 X 3" PFH WOOD SCREW STD
14 LATCH STRIKE PLATE STEEL
15 SECURITY STRIKE PLATE STEEL
16 8 X 2-1/7 PFH SCREW STEEL
17 8 X 3/4' PFH SCREW STEEL
18 KWIKSET SERIES PASSAGE LOCK STEEL
19 KWIKSET SERIES DEADBOLT (6601 STEEL
40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
41 DOOR SKIN 0.077 THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS
42 TOP RAIL SMOOTH STAR COMP.
43 LOCK STILE SMOOTH STAR WOOD/LVL
44 HINGE STILE SMOOTH STAR WOOD
45 BOTTOM RAIL SMOOTH STAR COMP.
46 PANEL REINFORCEMENT 0.023 THK. SMOOTH STAR STEEL
47 FOAM CORE POLYURETHANE
60 1 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
61 DOOR SKIN 0.137- THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS
62 TOP RAIL FIBER CLASSIC COMP.
63 LOCK STILE FIBER CLASSIC WOODAVL
64 HINGE STILE FIBER CLASSIC WOOD
65 BOTTOM RAIL FIBER CLASSIC COMP.
66 PANEL REINFORCEMENT 0.023 THK. FIBER CLASSIC STEEL
67 FOAM CORE POLYURETHANE
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BCIS Home Log In User Registration Hot Topics I Submit Surcharge ; Stats a Facts : Publications I FBC Staff I BCIS Site Map i Links I Search Busiines
uroRuvbPProfessi
l ®liicUserRegulationProduct
Approval
Menu > Product or Applira tion Search > Application List > Application Detail FL # FL5302-
R5 Application Type
Revision Code Version
2010 Application Status
Approved Comments Archived
Product
Manufacturer
Amara- Garage Doors Address/Phone/
Email 165 Carnage Court Winston-Salem
NC 27105 336) 251-
1309 danny.joyner@amarr.
com Authorized Signature
Brandon Gentle brandon.gentle@arrarr.
com Technical Representative
Brandon Gentle Address/Phone/
Email 165 Carriage Court Winston-Salem,
NC 27105 brandon.gentle@amarr.
com 1 4 • 0 Quality Assurance
Representative Danny Joyner Address/Phone/
Email Amarr Garage Doors 165 Carriage
Court Winston-Salem,
NC 27105 a djoyner@amarr.comCategoryExterior
Doors Subcategory Sectional
Exterior Door Assemblies Compliance Method
Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer
I- Evaluation
Report - Hardcopy Received 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 Thomas L.
Shelmerdine PE-0048579
Intertek Testing
Services NA Inc. - ETL/Wamock Hersey 01/01/
2015 Steven M.
Urich, PE Validation Checldist -
Hardcopy Received FL5302 R5
COI Statement of lndeoendence 2013.pdf Standard Year
ASTM E330
2002 DASMA 108
2005 Product Approval
Method Method 1 Option D httpsJ/wANv.
floridabuilding.org/pr/pr app o.aspx'?pararr=vvGEVXQvADqunL7seVZMFLLeOOysN2RYeWg9hlgeASsp/o3d 114
8 11/2014 Florida Building Code Online
Date Submitted 08/26/2013
Date Validated 09/19/2013
Date Pending FBC Approval 11/07/2013
Date Approved 12/13/2013
summary of Products
FL # Model, Number or Name Description
5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC- 6009- 110- 11 Drawing 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +19.1/-22.6 Evaluation Reports
Other. Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-110-11 Report 7-10 FL.Ddf
option shall not be used in wind-bome debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6009-100-11 drawing 7-10 seaied.odf
Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +15.8/-18.7 Evaluation Reports
Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-100-11 report 7-10 sealed.odf
Created by Independent Third Party: Yesoptionshallnotbeusedinwind-borne debris region unless
structure is designed as partially enclosed or door is a replacement
door.
5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL5302 R5 II IRC-6009-120-15 Drawing 7-10 FL.odf
Verified By: TON SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +22.8/-26.9 Evaluation Reports
Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-120-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6009-130-15 Drawina 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +26.7/-31.6 Evaluation Reports
Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-130-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL5302 R5 II IRC-6009-140-15 Drawino 7-10 FL.Ddf
Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +31.0/-35.1 Evaluation Reports
Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6009-140-15 Report 7-10 FL.odf
option shall not be used in wind-bome debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6009-150-15 Drawino 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +35.6/-42.1 Evaluation Reports
Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6009-150-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
https://wvwvfloridabuilding.org/pr/pr_app o.asps?pararrv=wGEVXQvADqunL7seVZMFLLe0CysN2RYekFg9hIVeASs%3d 214
8/11/2014 Florida Building Code Online
door.
5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5302 R5 II IRC-6009-169-15 Drawing 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Press ure:.+45.3/-51.2 Evaluation Reports
Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-169-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.8 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-100-15, 10'Thru 16'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6016-100-15 Drawina 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +15.2/-17.2 Evaluation Reports
Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-100-15 Report 7-10 FL.odf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.9 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-110-15, 10'Thru 16'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5302 R5 II IRC-6016-110-15 Drawino 7-10 FL.odf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Press ure:,+18.3/-20.8 Evaluation Reports
Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-110-15 Reoort 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.10 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg. IRC-6016-120-15, 10'Thru 16'wide.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6016-120-15 Drawina 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +21.8/-24.8 Evaluation Reports
Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-120-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10'Thru 16'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6016-130-15 Drawina 7-10 FL.odf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +25.6/-29.1 Evaluation Reports
Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-130-15 Report 7-10 FL.Ddf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10'Thru 16'wide.
Oak Summit (14650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 fI IRC-6016-140-17.odf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +30.1/-33.8 Evaluation Reports
Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-140-17 report 7-10 sealed.odf
option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10'Thru 16'wide
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5302 R5 II IRC-6016-140-24 drawing 7-10 sealed.pdf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
https:/twwyfloridabuilding.org/pr/pr_app dtl.asp:C?pararrFvvGEVXQvADqunL7seVZMFLLeOC)sN2RYeWg9hlgeASs%3d 314
8/11/2014 Florida Building Code Online
Design Pressure: +29.7/-33.8 Evaluation Reports
Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6016-140-24 report 7-10 sealed.Ddf
Created by Independent Third Party: Yesoptionshallnotbeusedinwind-bome debris region unless
structure is designed as partially enclosed or door is a replacement
door.
5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5302 R5 II IRC-6016-145-24 drawing 7-10 sealed.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +31.9/-37.2 Evaluation Reports
Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6016-145-24 report 7-10 sealed.Ddf
Created by Independent Third Party: Yesoptionshallnotbeusedinwind-borne debris region unless
structure is designed as partially enclosed or door is a replacement
door.
5302.15 Stratford (M600); Heritage (M950); Di IRC-6018-110-15, 16'2 thru 18' wide.
Oak Summit (M650)
Limits of Use t Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6018-110-15 Drawing 7-10 FL.odf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +18.2/-20.6 Evaluation Reports
Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6018-110-15 Report 7-10 FL.Ddf
option shall not be used in wind-bome debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wide
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R5 II IRC-6018-120-15 Drawing 7-10 FL.Ddf
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +21.6/-24.5 Evaluation Reports
Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Gazing FL5302 R5 AE IRC-6018-120-15 Report 7-10 FL.Ddf
option shall not be used in wind-bome debris region unless Created by Independent Third Party: Yes
structure is designed as partially enclosed or door is a replacement
door.
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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 Flonda..: Privacy Statement :: Accessibility Statement .: Refund Statement
Under Florida 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
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under Chapter 455, F.S., please dick here .
Product Approval Accepts:
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Credit Card
https:/A~.floridabuildirig.org/pr/pr_app od.aspx?pararrF=wGEVXQMDqunL7seVZMFLLe00ysN2RYeWg9hlgeASsg/o3d 4/4
STRUCTURAL SOLUTIONS, P.A.
Structural Engineering Investlgatlons Consulting
GARAGE DOOR STATIC PRESSURE TEST REPORT
Garage Door No.: IRC-6009-169-15 Test Date: 4/18/2013 1 Project No.: 13-036
Design Pressures: 45.3 psf, -51.2 psf Report Date: 7/12/2013 1 Model # 600
Test Pressures: 68 psf, -76.5 psf Test Location: Amarr Garage Doors, Winston-Salem, NC
ASCE 7-10
Criteria:
Up to 5 Feet of Door Width in Zone 5• Any Roof Slope; Enclosed Building
Exp. B, 30' MRH Exp. C, 15' MRH E . C, 25' MRH Exp. D, 15' MRH Exp. D, 25' MRH
214 mph 194 mph 1 184 mph 176 mph 169 mph
Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A.
Description of Test Specimen:
A 9'-0" wide x T-O" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick
by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts. The door
sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel
center hinge at one interior stile as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used
in the test. The test unit is further described on Drawing IRC-6009-169-15.
Manner of Testine:
This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for
Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial
conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination
of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural
Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and
negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long.
The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was
covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with
flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure
and record the pressures in the enclosure.
Test Procedure:
The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of
the door fast, and then negative pressure was applied.
Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes.
Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes.
Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds.
Step 6: Repeat 1 through 5 above for negative pressure.
Observations:
No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests.
Summary:
A 9'-0"x7'-0" Model 600 as described on drawing IRC-6009-169-15 meets or exceeds the testing criteria as described above. By
comparison to the construction of the 9'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when
constructed in accordance with drawing IRC-6009-169-15:
9' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) ,,J1911P1e01ro
9' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern) `,aQ,••SHQ4 e s
Model 600, 650 and 950 doors with widths up to 9'-0" and heights up to 14'-0" 5. •• NS'•F' o
Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin ::'• • 2
4 short panel (18-1/8" x 10-5/8") windows (3/32" annealed glass minimum - meets
No 0 go79
ASTM E1300-04) may be installed in 1 section
sn • r
Submitted By: -•
STATE OF
STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412)
Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579)
5921-G West Friendly Avenue Greensboro, North Carolina 27410 (336) 856-2686 Fax (336) 856-2687 NC Finn #C-1096
1I GA PINROLLER
We
r ZDGA STRUT ATTACHE COMMERCIAL T(! ROLLECENT R HINGE BRACKETATTACHEV/ (2) 1/4' . H E S LE • CENTER III- AT7 V/
of I/• 7/4• HESCREWS AT EACH END STILE v/ (4) 1/4' . 3/, HEAD
SCREWS PER BRAD(EHEX HEAD SCREWS 3. 21GA
STRUTS ATTACHED W/ (2)
1/4' . 3/4' O HEX READSCREVSAT . DJUSTABLE ROLLER
CARRIECENTER STILE TACHED V/ (2)
1/4• . 1/2• BOLT L NUT
PER BRACKET TYPICAL TOP FIXTURES
1 SEE PAGE 2 FOt N.T S.
AZE SECTIO6 SEE (TABLE 2)
ON PAGE 3 FOR O1"OED SECTION
CONFIGURATION INSIDE ELEVATION r
20GA. STRUT
N T.S. ATTACHED 4/ EX ^
1/4'TTA . 3/4' HEX HEAD SCREWS 14
GA DIFASAFE
END HINGE ATTACHED
V/ (2) 1/
4• . 3/4' HEX HEAD SCREWS
STRUT AND STILE
LA lT7IIRML _• YIVY TYPICAL
DURASAFE
CENTER
HINGE( 2 NTi STILL STIFFENERSLOCATED
IN HINGE
HOLES) M TOP SECTION
ONLY HOES FIR STRUT
ATTACHMENT STRUT NOT
SHOWN
FOR CLARITY) 0
O O
r
20GA
STRUTS
ATTACHED V/ (b V4' .
3/4' HEX HEAD SCREWS
AT EACH CENTER STILE--
TYPICAL STILE STIFFENER/
NTi A I
L-GEE (
TABLE 1) ON PA fi 3 FORSTRUT SPACING
VENTS PIWI E
70 Tq h Fit 1y InFI(
TIONAL VENT) OF LOOBSTRUCTED '/
r AIR FLOW EACH
t---r1 TWO (2) RCVS OF
THREE (3) OT VENTS EQUALS 15
SO
INCHES ATTACHED 3) 1/4• .
3/
4• OPTIONAL VENT DETAI PER
CARRIER 6 NT.i 13GAINCONERCIAL
TOP FIXTURE ATTACHED V/ (
4) 1/4' .
3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED
V/ (2) 1/4' .
V2• BOLT AND NUTS END MINCE 14 GA
3- . 20
GA STRUTS
2) PER SECTION 2'
CDlT. STEEL RETAINER
CONT
STY SEAL SECTION
A -A (SIDE
VIEW) NTS 3' 20GA STRUT
3'
20GA STRUT ATTACHED
V/ AT TACEO V/ (3) (
2) 1/ ' X 3/4• 1/4' 3/4'
HEX WITH IEi1D SCREWS HEAD
SCREWS
2' 10
BALL STEEL VH AT END AND CENTER 6 MTEI•DR V 14RA0E STEM ROLLER STILES u
MAx •ITN ra•
Y
O BALL STEEL •
TYPICAL DURASAFE END HINGE'
3 1 5• STEM ROLLED BOTTOM PACKET ® 14 M N GA
THICK ATTADED i>44 a NOTE
2 V/ (
3) V4• X
3/4• HEX HEAD SCREVS LT
ATTACHED TO JAMB
CONT. VERTICAL JAI! 20 JAMB BRACKET SIP OR
S F MO 2 OR BETTER)
t0 GA A CENTER
STILE p GOALV. STEEL 3 7/4' MIX S3/
4- H r EROSTILE1) 7/I6•
CIA. BOLT
RETAINOR PER HOLLER r
GALV STEEL
TRACK TRACK
THEXIE W 093' 1/
4-ED . 5/rTRACK
PLACE BOLT AND NUT OR (
2) RIVETS TRACK MOUNTING
DETAIL N T.S. TYPICAL BOTTOM
BRACKET / ,I ` NTS
94" TRACKS AT THIS
LOCATION
W/ (4) 1/4 -20
TRACK SAJCE BOLTS A NUTS SECURE TO JAMB KITH (3)
5/1 B• CIA . 1-5/8- LAG BOLTS 1) 5/16'
DIA . 1-
5/5' LAG BOLT ATTADIED TO JAMB
AT EA JNAB BRACKET ATTACHED
W/ (1) 1/4-
20 TRACK SH)OL BOLT • NUT
OR (2) RIVETS t_SEE (
TABLE 3) ON
PAGE 3 FOR JAMB BRACKET SPACING TRACK
CONFIGURATION FOR 6'6•
UP TO 14' TALL DOORS L AOWD Dimm ND CIA=
OPW6 005A WA 1 0F'61110 ROE 1
as"i DU C WMU 10 A4S 7-
10 FIC AI0 lip/11 I MC 0 gMM mlml m 04111p
I ell t1t111111//// SHEt 'N'' " MAX SIZE ' O (
c ••
i Dz
B' " 14 : No C
0579 =`
DESIGN
LOADS ° $ 512 PSF i s
0 STATE
F W
g> TEST LOADS ~!PCT' /C Q•, -'` c
660 PSF- iiNS C O R
Q• •` 765 PSI'2 FL A1A•1THEMETHOD
OF
TESTING
WAS INSUBSTANTIALnELm — THE — rs >AANsoeEn ro
RE MDmEx TRAM CONFORMANCE WITH THE PROCEDURE DESCRIBED IN
ASTM iiTQN TTE TRACK M LOAD 6 TRANfpm TD THE uDTTHV4 w 165 CARA4CA COURT WINSTQN- E330 AND ANSI ASMA 106. THE
PRESSURES SHOWN ON THE > " F RQHnc DoH DF 1K — DRAWINGS WERECALCULATEDUSING ASCE 7-
10 WITH THE IL EAw )ERTIGL . was E MAIBAN QN TEDLOAF a MODEL #650 OAK SUIOQTWI FOLLOWING NAD
T(wOWAE!0WINC PARAMETERS (
5
FEET OF DOOR WIDTHINTHEEND BLL1 TR m • -zTaLNLsE/T'r MODEL /
600 $TTtATFORD Ea MAHIEACNRD MODEL #950 HERITAGE TEN ZONE, ROOF
AT ANY SLOPE : AND M57'"" WTN
srAlO/ROB AS n HDRTN 1Y D"m Short, Long. Flush 1( OR] 0031 YCIIDNL 11WL
E b C.L W (M1.O A (OIN[D NOR ng• WIND SPEED MPH 214 194 164 176 169
EnA1WOAL ww)rr EXPOSURE LEVEL B C C D D ' 10
sTRunwL °/)m(rs'vu E oE93NFD 9II QARI n 0U OAff "Al n A REasTRm H113T59MAL EMNTS Fq )aa LaosMEANROOFHEIGHT130' 15' 25' 1
15' 1 25' MXUTm a TTE QUTwMD N N10TT)ON ro OnOR TLA01Q B I mn n AU I UIE mmj MC. 271E Summit PBael'B WG06 RAW IRC-
6009-169-
1 901 OF
GLAZING OPTION CROSS SECTION
GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION
GLAZING MEETS ASTM E1300-04
DearaFrame WINDOW FRAME
OPTIONAL Decro INSERTSrNTHUVPROTECTION
WITH UV PROTECTION
I IN 3/32- THICK SSB
GLASS
AT GDa(A 4 3/4' -AR HEAD sacssMwRr-woo-_E
MOLDED INSIDE FRAME
SECTION B—B
IB-1/8'
x o
10-s/9•
SHORT PANEL GLAZING FASTENER DETAIL
PATS
3. I STRUT LOCATED AT TIE 11
AID BOTTOM OF (LAZED SECTION
ATTACHED V/(D 1/4' X 3/4' HEX MEAD
SCREVS AT END AND CENTER STILES
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT
WOOD JAMB ATTACHMENT TO STRUCTURE
5,116' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' O.C. U 1/2' EMBEDMENT)
VrT AN.
HILTI KVIK DOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 20' O.C. (1 1/4' EMBEDMENT)
ITV/RAMSET REDIREAD <7RU-BGLT) 3/8' % 4' ST'OWARTING 6' FROM ENDS THEN 24. O.C. (2 1/2' EMBEDMENT) BLOrK
SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
3' MART) AT 16' D.C. (I 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KVIK-CON II- SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' MART) AT 16' O.C. (1 1/4' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FRO( ENDS THEN 24' DC. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
PREPARATION OF VOOD JAMBS BY OTHERS
WOOD CONCRETE JHDLLOW BLOC GROU7E BLOC
i STRUCTURE STRUCTURE ISTRUCTURE STRl1CTURE
z
z
I -I
w
1/2' MIN 22-3 1-1/2' MIN I'
2x6 JAMB
TYP 3' MIN
OBOM OF IE)WIS DATE IV
10UFD IOIIUI BI/w 6FOYA710
OI/15105 DU
WED OWOIWI a OAM, wax
MATED NOT 6 01/07/01 DU
PM10 M M 7-10 If FB0 DDO I1ro+n1 aC
m M roll SI60 0+hIA3 M
9 X51zE9' 14' Qx ••,GENS•
W 6 `0 .
DESIGN LOADS LL 'A';:• 0043579 •'2F453PSF
51 2 PSF vc %r'
TEST LOADS E '
ro•:
STAT
4 t`'p10P'`
C
t3
6e0 PSF
765PSF0
5LL
E 4S ONALEN`•
FL
AVAILABLE TRACK CONRGURAPONS
I43 CARRIAGE COURT VDSTOI-SN.EHM, Kr VIm
YODEL /650 OAK SUMMIT w/DuraSafe
MODEL /600 STRATFORD w/DuraSafe
MODEL /950 HERITAGE w/DuraSafe
Short, Long, Flush & Oak Summit Panel's
ZE DUM BY DJ DAIS 05/16/03 DRAWL N W
3 DECKED IT ME DAIS W/I6/W IRC-6009-169-
901 27 3
TABLE 1 TABLE 2
TABLE 3 TABLE 4 TABLE 5
ALr f®r1u1 of 1[ fS 6 DATE
A Va1ED 11011011 PAW MUNAIM 01/IS/16 ou
AAMEDD 0AKRIMT N6 CLAM VID6
F!C II/Cl/II OtCCwAiDAASCE7-10 LSIO
D NAIED m tfxu sus 01/II III
1i, 2psSHE(
MAXN 512E www Q` 9' 14' WE wcN.SF'•.O,i J
DE90N LOADS d hZ ••' 004657 02
45.3 PSF W= z S
512 PSF.'r•
J
TEST LOADS €
s
OFSTATE
6e.0 Pg 3
E iw"9/ONA1Ica\•w ? g"
F L 11"' 1I1I.tI\
ALL TRACK ATTACMENT SeAONG +I-r ALLOWDD WIN SVP OR SPr NO. 2 ON MITER OWY Amarr
A.Aa1 •a"
1AS OARxIME OMT Va6T SALd. N E71a5
MODEL #650 OAK SUMMIT w/DuraSafe
MODEL /600 STEATFORD w/DuraSafe
MODEL /950 HERITAGE w/DuraSafe
Short, Long, Flush t Oak Summit Panel's
Sfff MAN IT DU BATE 04/11A07 MUM MIDI
B am®tD AAe DATE osA1A7 IRC-6009-169-15
9M]DF7
DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP
HEIGHT A B C D E F G H I J K L M N O T
6' 6" 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 76 1/4"
T 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 82 1/4"
T 6" 5 1/2" 15" 22 3!8" 33" 40 3/8" 51" 58 3l8" 69" 76 3/8" 88 1/4"
8' S 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 94 1/4"
8' 6" 51/2" 18" 25 3/8" 39" 46 3/8" 6a' 67 3/8" 78" 85 3/8" 100 1/4"
9' S 1/2" 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" ST' 94 3/8" 106 1!4"
9' 6" 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 90" 97 3/8" 112 1/4"
1d 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" 118 1/4'
10' 6" 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 124 1/4"
11' S 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 318" 90" 97 3/8" 108" 115 3/8" 130 1/4"
11'6" 5 1/2" 18" 25 3/8" 39" 46 3/8" 6d' 67 3/8" 78" 85 3/8" 96" 103 3/8" 114" 121 3/8" 136 1/4"
12' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 120" 127 3/8" 142 1/4"
12'6" 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 90" 97 3/8" 108" 115 3/8" 126" 133 3/8" 148 1/4"
13' S 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/B" 96" 103 3/8" 114" 121 3/8" 132" 139 3/8" 154 1/4"
13'6" 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 120" 127 3/8" 138" 145 3/8" 160 1/4'
14' 5 1/2" 16" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 123" 130 3/8" 144" 151 3!8" 166 1/4"
DOOR TRACK ATTACHMENT SPLICE
HEIGHT A B C D E F G H I J K S
6' 6" 3.5" 21" 3T 4T 63" 70'
T 3.5" 21" 3T 4T 63' 76'
7' 6" 3.5" 18" 3T 4T' 63' 73' 82"
8' 3.5" 21" 37" 4T 63' 73" 88"
8' 6" 3.5" 21" 37" 4T 63" 73" 94"
9' 3.5" 18" 3T 4T' 63" 73" 89" 100"
9' 6" 3.5" 21" 37" 4T 63' 73" 89" 106"
10' 3.5" 21" 37" 4T 63" 73" 89" 99" 112"
10' 6" 3.5" 21" 3T 4T 63' 73" 89" 99" 118"
11' 3.5' 21" 3T' 4T 63" 73" 89" 99" 115" 124"
11' 6" 3.5" 21" 3T 4T 63' 73" 89" 99" 115" 130"
12' 3.5" 21" 3T 4T 63' 73" 89" 99" 115" 125' 136"
12'6" 5"
3E35
21" 3T 4T 63" 73" 89' 99" 115" 125' 142"
13' 21" 3T 4T 63" 73" 89" 99" 115" 125' 148"
13' 6" 21" 3T 4T 63" 73' 89" 99" 115" 125' 141' 154"
14' 21" 3T 4T 63" 73" 89" 99" 115" 125' 141' 160"
DOOR
HEIGHT
SECTION HEIGHTS
Btm 2 3 4 5 6 7 8
14' a' 21" 21" 21" 21" 21" 21" 21" 21"
13' 6" 21" 21" 21" 21" 21" 18" 18" 21"
13' d' 21" 21" 21" 18" 16" 18" 18" 21"
12' 6" 21" 18" 18" 18" 18" 18" 18" 21"
12' a' 21" 21" 21" 21" 21" 18" 21"
11' 6" 21" 21" 21" 18" 18" 18" 21"
11' 18" 18" 18" 18" 21"
10' 6" 21" 21" 21" 21" 21" 21"
1a a' 21" 21" 21" 18" 18" 21"
9'6" 21" 18" 18" 18" 18" 21"
9' 0" 18" 18" 18" 18" 18" 16"
8' 6" 21" 21" 21" 18" 21"
8' 0" 21" 18" 18" 18" 21"
7' 6" 18" 18" 18" 18" 18"
T 0" 21"
6' 6" 21" 18" 18"
Section
VYWEh
rt)
Panel Type
Center Stile Location
Measured from Left Edge)
e'.0 Sharl, Oak SummR 2275 48 000 73 25
e' o Lang zz.7s 4s o00 73.2s
6',2 Short, Oak Summit 23 75 49 000 74.25
6', 2 Long 23.75 49 000 74 25
e',4 Short, Oak Summit 24 75 50.000 75 25
e'i4 Long 24.75 50.000 75 25
e' a Short, Oak Summit 25 75 51 000 76 25
e'6 Lang 25 75 51.000 76.25
6' a Short, Oak SummR 26.75 52 000 77.25
e'e Long 2675 52.000 7725
6' 10 Short, Oak Summit 27 75 53 000 78.25
e' 10 Long 27 75 53 000 7e 25
9• o short, oak summR ze 7s 54 000 79 zs
9' 0 Long 26.75 54 000 79 25
Sldes do ral need to be hinged
Section
Nh1tA
RI
Panty Type
Mu Dnpr Lotls
Ali
Posttiv
IPs
Nepine
PSF)
e• o snot, Oak summit so.7 s7.]
e' 0 Lore 50 7 57 ]
e• z snarl, oak sr>„mx 49 7 se 1
e' 2 Long 49 7 56 1
e' 4 shoo, oak Summx 0.7 55 0
r 4 Long 4e.7 55 0
e' 6 snort, Oak Summit a.7 s] 9
r 6 Lore 47.7 53 9
e• a soon, oak sumna 4fi a sz e
1' 1 Lang M e 52 9
r 10 srwn, oak summ 45.9 s1 9
r70 Lorq 459 519
4 0 soon, oak Summit 45 3 51.2
7 0 Lora 45 3 51 2
Florida Building Code Online Page 1 of 5
err J- of
rM RJa (spry mwtcf BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Links I Search
Busines
ProdProfessireal0USER: Publ,c User
Approval
Regulation
Product Approval Menu > Product or Application Search > Application List > Appllutlon Detail
FL * FL12250-R12
Application Type Revision
Code Version 2010
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
n
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
1 4 - 2 a 7 7
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Unch, PE
W Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
02/25/2014
02/25/2014
03/04/2014
a
Year
2005
2008
http: //www. floridabui lding. org/pr/pr_app_dtl . aspx?param=wGE V XQwtDgvzRNLe 5 q4O V ... 8/ 14/2014
Florida Building Code Online Page 2 of 5
FL # Model, Number or Name Description
12250.1 3540 36x84 Fin Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12250 R12 C CAC APC - 3540 SH Fin (B2133.01).Ddf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 07/27/2015
Design Pressure: +40/-50 Installation Instructions
Other: H-LC40. Glass complies with E1300-04. FL12250 R12 II Install Instructs - 3540 SH Fin (As Tested
B2133.01).Ddf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12250.2 3540 SH 52x72 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12250 R12 C CAC APC C7325.01-109-47-RO 3540 SH
FLS 3-4IG 1-8A 52X72 R30.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +30/-30 04/12/2017
Other: R-PG30 Installation Instructions
FL12250 R12 fI 08-02270 513016.Ddf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12250 R12 AE 513016 C7325.Ddf
Created by Independent Third Party: Yes
12250.3 3540 SH 36x74 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH
FLS 3-4IG 1-8A 36X74 LC35-DP-50 osf.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-50 08/28/2017
Other: LC-PG35 Installation Instructions
FL12250 R12 II 08-01252A 511854A.Ddf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12250 R12 AE 511854A C7326 36x74.Ddf
Created by Independent Third Party: Yes
12250.4 3540 SH 44x72 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH
FLS 3-4IG 1-8A 44X72 LC35-DP-47 Dsf.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-47 08/28/2017
Other: LC-PG35 Installation Instructions
FL12250 R12 II 08-01247A 511849A.Ddf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12250 R12 AE 511849A C7326 44x72.Ddf
Created by Independent Third Party: Yes
12250.5 3540 SH 48x96 Finless Frame Oriel
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH
FLS 3-4IG 1-8A 48X96 LC30.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+30/-30 08/28/2017
Other: LC-PG30 Installation Instructions
FL12250 R12 II 08-01371A 511988A.Ddf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12250 R12 AE 511988A C7326 48x96.Ddf
Created by Independent Third Party: Yes
112250.6 13540 SH 152x62 Finless Frame
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35
Certification Agency Certificate
FL12250 R12 C CAC APC D0206.01-109-47-RO 3540 SH
FLS 3-4IG 1-8A 52X62 R35.Ddf
Quality Assurance Contract Expiration Date
08/27/2017
Installation Instructions
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/ 14/2014
NOTES
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD-
3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL
5 WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS
6 WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED
8 SHIM AS REQUIRED AT WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4"
9 SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS
10 WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS
11 FRAME MATERIAL EXTRUDED RIGID PVC
12 UNITS MUST BE GLAZED PER ASTM E1300-04
13 ADPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS
14 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE N8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
REVISIONS
REV DESCRIPTION DATE APPROVED
A I REVISED PER NEW TESTING 01/08/14 1 R L
15 FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
16 FOR ANCHORING INTO METAL STRUCTURE USE #5 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
17 ALL FASTENERS TO BE CORROSION RESISTANT
18 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42
B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO I DESCRIPTION
1 I NOTES
2 I ELEVATION
3 — 5 INSTALLATION DETAILS
SIGNED: 0110912014
Msso IWDOWESTM CR 11Lo 7/'
iRKEDSTREETS
p yGRANTZ, PA 17030-0370 GENS
M-.TAT
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON -IMPACT 36"x74"
NOTES
o
5*
mooOF
i'cFS'IORIOl' G\
TJH \
DRAAN DWG NO REV
08 A
AL
1\ SCALE DATE SHEETNITS05/23/11 1 OF 5
36" MAX FRAME WIDTH
4" MAX 4" MAX.
4" TMAX
ANCHORS TO BE
EQUALLY SPACED, SEE
ANCHOR CHART
THIS SHEET FOR UNIT
SIZE AND ANCHOR
I
QUANTITY O 74" MAX.
FRAME
HEIGHT
33 3/8"
MAX. SASH
HEIGHT
X
4. 4" MAX.
T_
SERIES 324013540 FLANGE PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
35.0 PSF
50.0 PSF
NONE
REVISIONS
REV I DESCRIPTION DATE I APPROVED
A I REVISED PER NEW TESTING 01/08/14 1 RL
NUMBER OF ANCHOR LOCATIONS REQUIRED
Frame Frame Wldlh(in)
Height 1800 2400 3000 3600
In) Head Tomb Hmd Jamb Head I Jamb Head Jamb
2400 2 2 2 2 2 2 2 2
3000 2 2 2 2 2 2 2 2
3600 2 2 2 2 2 2 2 2
4200 2 3 2 3 2 3 2 3
4800 2 3 2 3 2 3 2 3
5400 2 3 2 3 2 3 2 3
6000 2 3 2 3 2 3 2 3
6600 2 3 2 3 2 3 2 4
7100 2 3 2 3 2 4 2 4
7400 2 3 2 3 2 4 2 4
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRANTZ, PA 17030-0370
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON —IMPACT 36"x74"
ELEVATION
TJH 08-01252
Sc" NTS °ATE 05/23/11 s"EET2 OF 5
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN
EDGE DISTANCE
1 1/4" MIN
EMBEDMENT,
1/4 MAX J
SHIM SPACE
8 WOOD SCREW
RF-104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
ERIOR
GVL-451-020
REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX
F SHIM SPACE
r
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 1/4" MIN
EMBEDMENT
T-
1/2" MIN
EDGE DISTANCE
8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REVISIONS
REV DESCRIPTION DATE I APPROVED
A I REVISED PER NEW TESTING 01/08/14 1 RL
1/4 MAX
SHIM SPACE GVL-451-020
REINFORCEMENT
INTERIOR
L APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
Msso IWDOWESTMARKETS D IISDOORSR LO'%
1/i
9J+ GRANTZ, PA 17030-0370 ter •GENSh
SERIES 3240/3540 FLANGE PVC SINGLE HUNG f* 0
STEEL REINFORCED WINDOW NON -IMPACT 36"x74"
DETAILSINSTALLATION PTATOF
X" CORIOrDRAWNDKCNOREV
HTjSCA 08 0E252 A
DATENTS 05/23/11 3 OF 5
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
META
STRUCTUR
BY OTHER
1/4 MAX
SHIM SPACE
i OR
MILLING
RF-104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
ERIOR
151 -010
RCEMENT
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES
1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
TO BE SET
4 BED OF APPROVED
4STRUCTION ADHESIVE
1/4 MAX
SHIM SPACE
3/8" MIN
EDGE DISTANCE
8 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER NEW TESTING 01/08/14 R L
1/4 MAX GVL-451-0'_0
SHIM SPACE REINFORCEMENT
11 INTERIOR
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
DOORM650WINDOWSMARKET
STREET REILID''i/. NSF,
GRANTZ, PA 17030-0370 J\
5 v••
G ,Lp SERIES
3240/3540 FLANGE PVC SINGLE HUNG M_
TATP0477STEELREINFORCEDWINDOWNON -IMPACT 36"x74" DETAILS
INSTALLATIONDO1` s
C ORIDt GN DRAWNDNGNOREVOB
sOEE2S2 A i;iS/ONALIE` SCALFEDATENTSOS/23/11 4 OF 5
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
APPROVED
SEALANT
EXTERIOR
2 1/2" MIN
EDGE DISTANCE
4
A
1
OO O r
1/4 MAX J
SHIM SPACE
0 0
3/16" TAPCON
RF-104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
FRIOR
1 1/4" MIN
EMBEDMENT
G'L-451-020
REINFORCEMENT
SILL TO BE SET
APPROVED IN A BED OF APPROVED
SEALANT CONSTRUCTION ADHESIVE
0 0
OPTIONAL IX BUCK
MAX
HIM
SEE NOTES 3-7
SHIM SPACE
OSHEET1
CONCRETE/MASONRY
BY OTHERS e
Q • .,
4 .
a . ., • • ,
a
VERTICAL CROSS SECTION
CONCRETE MASONRY INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 01/08/14 RL
1 1/4" MIN
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS '
OPTIONAL 1 X BUCK °
SEE NOTES 3-7
SHEET 1
MAX
3/16" TAPCON SHIM SPACE
GVL-451-020
REINFORCEMENT
INTERIOR
o
2 1/2" • OFMIN
EDGE a
DISTANCE
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE MASONRY INSTALLATION
NOTES:
V INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
M650WINDOWS DOORSREDESTTSTREET S lk L0,/
9ir% GRANTZ, PA 17030-0370 ter •\GENS
SERIES 3240/3540 FLANGE PVC SINGLE HUNG 5OTATSTEELREINFORCEDWINDOWNON -IMPACT 36"x74"
INSTALLATION DETAILS
a'`
10 OF
i0.
i'cFS'cCORI`:vG\ DRAWN DWG NO REV
TJH OS SZ A/S ONAI.
1SCALEDATESOEE2NTS05/23/11 5 OF 5
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Val iro. FL 33393 Phone 113.639.9197
Florida Bond of Profenimu! Fnpnoen Califioxte of AuthorinWon No. "13
Product
Category Sub Category Manufacturer Product Name
Alslde
Panel Walls soffit 3773 State Road 2r
Cuyahoga Falls, OH 44223 Vinyl Soffit
330 922-2389
Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. end Lyndon F. Schmidt, P.E. (System ID #
1998) for Alside based on Rule Chapter No. 9N3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire finenclal Interest In the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Um/tadons:
1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
High Velocity Hurricane Zone' (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. Site conditions that deviate from the details of drawing FL-15272.1 require further engineering analysis by a licensed engineer or
registered architect.
4. Wood/CMU wall construction, by others, must be properly designed to receive loads from the soffit and or 2' x 2' batten strips.
OSANFORD5. Vinyl soffits shall be tested and labeled as conforming to the requirements of ASTM D 4477 and Section 1715.9 of the FBC.
6. See drawing FLA5272.1 for size and design pressure limitations.
Supportfng Documents:
1. Test Report No, Test Standard Tostlna Laboratory SI ned by
TEL 02750459 ASTM E 330-02 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
89906.02-106-31 ASTM D 4477-04a (Deflection Test) Architectural Testing, Inc. Gary Hartman, P.E.
A5530-01-103.77 ASTM D 3679-09a Architectural Testing, Inc. Daniel J. Wine
2077
Dntwina No. Prepared by Slaned b Sela by
2. No. FL 15272.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by Architectural Testing, Inc., certifying that Alside Is manufacturing products within a
quality assurance program that complies with ISO/IEC 17020 and Gulde 63.
PF 1648 Sheet 1 of 1
4:
Lyndon F. Schmidt, P.E.
FL PE No. 43409
6/26/2012
Y
j •
BECAUSE LIFE IS FOP,
3773 STATE ROM. CUYAHOGA FALLS, OH 44223
nnrr
VINYL SOFFIT
GB4fRAl M0113
1. This MAe has been evaluated and Is In complance with the 2010
Rondo mdng Code WA)*g it* mm Velocity Rxicone Ione KVFHM.
2. Product anchors shol be as listed and spaced as shown an details.
Anchor embedment to base material Mal be beyond wall dressing or
stucco.
3. Site carnditm not covered by ft drawing are subject to tether
engineertrng analysis.
4. Wood/CMU wall comhlcibn, by others, must be designed property to
receive buds from the soffit and/or T x T batten strips.
S. Vinyl soRits shol be tested and labeled as confomltlg to the requNements
of ASTM D 4477 and Section 1715.9 of the FBC.
TABLE OF CONTHM
SHEEM DESCRIPTION
I Typical 6evallons b gerwal 09
2 Sotrif wonessures
3 Soffil defols b
4 3
5 50 b
6 5om amm b desom premNes
7 Panel details b bW of - terids
ter-. ri-rrr% a ir-jk mr
r
e
w
n
AmI
2 12
N.T.S.
olio .n
us :•
CRUM .a
FL-15272.1
mw 1 or 7
SPAN 'A'
ROOF OVERHANG
RDOF
CMUOR
WOOD
FUMED
F 7
SIDE VIEW - SINGLE SPAN w/ ]-CHANNELS
cshom.r burkw+w ovetW19,
sa r '.:,:. _ DlSIGN PRRSURR¢S
SiNGFLSPANTBiGiH
1+• t75.0 75.0
ROOF
FUV.fIG
COMMIOIA Mm
SLVPW REQUIRED
FOR SPANS DREAMER
nw11 E NO,E 11
ROOF OVERHANG
4 w000
sEE or:TAL •r
SEE DETAIL
SOFFIT
F SEE DETAIL
IF
SIDE VIEW -.DOUBLE SPAN w/ 7-CHANNELS
300UMS ANtiMM
T- `
DESIGNPAEff0I1EaJF)
Oft? IWATIVII
21• 60.0 60.0
7/r ROOFING NAL LOUT® N NAL NBA OF
EACH PANEL AT EACH ItATTT H INTERSECTION
PEEWAL',i
SEE NOTE,
4
71F1
CEN TO
NAIL (l fP J }
oN cENTaF HO LDn
J' CHAIN EL N RACE
DETAIL "F
OMIGNsuuAnoH
DETAIL "r
7M ROOFING NAL LOCATED N NAL HEM OF
EA01 PANEL AT EACH OATEN WBMF %OH
M DETAIL'.n
NOTE
1. WOOD FRAMi1GAMC Nti+MNS101EDEMGNMBYVeARCHIECF
OR ENIGOM OF RECORD.
2 ROOINGMARS f&rlr0XMLONGw/3ff0WADI DWI RECOMMM RFSaW
AND /BERATE A MFL OF 3WMp A,FPORF FRMINC. 7la
ROOFING NAL (mJ LOCATED
N NAIL HEM AT
END OF EACH PAN& DETAIL "
P 6
r
0.75 r
v,
n11 gin
e
02 12 = LL
N.7.5. t
JK Rri
LPS ; ac
in FL-
15272.1 c Wa-
p"
Mae
1. WOOD FRAMING AND OONECTA"TOKDERGMSY11EAMCHr 1
ORINGH Q OF RLCM I
ROOFING MAU(Mr0x7IV10NGwl3r0HEAD) 9MlLKC000010M R2IAIR AND
F BMA>E A MK OF 3!4'RIO UIPOf 1 RMOiC SPAN .A•
ROOF - WA
4NG
soFwr auoR
wood
SffC
1C
FRAAED SEE DUAL
Ml SIDE VIEW -
SINGLE SPAN w/ 7-CiANNELS S+WAn
w1 em.Rm rq cvdkMj 3tr + - -' +-ncrM
SNOW SPAHLRIoesArtlWisuRr psrJ FFAf/.- I
HWA11YC. e• 40.
0 410.0 25.0
26.0 jAr ww
r
Das
I ;1-
rcnAMN Nn1 2
DErAlL '
V
1RUSS OR
RAF Fa l ON
com ROOFM CWCOM
7-
CMANPEi.,
SOFR1PA/ $ ARE FREE
FLOATM OGIR a< "
C" SECTION THRU
SOFFIT t t
I
I
H
I IN, 11 1 1 0220
12 t 0 oRa
ar
JK • ok on
LFS FL— 1527ZI
1
1RRA NAL ATEACHED
MOUGN FASCIA
3s O.C. MAX
STAKES NSTAUED • /
EM OF PAIAEL AND J
r MA)L O.G
SORTT -
IMMA)L -
DETAIL "A"
Foscio
SPAN 'A'
ROOF _
OONI M MIS RATIDI naA+c
S rrm REOIII D
I1 Now n
NOTE
FOR SQUARE art OVEIMANG.
A BOTTOM OF FASCIA FLAT
AGAM PANE
LOWED IN NAL 11BA
AT END OF PANG
DETAIL "J"
SOFM FRAM
S&DETALW-- SEEDBALV y
SIDE VIEW - DOUBLE SPAN w/ BATTEN
st— W/ oY,s /ft-ft vmdwv)
TAAgNSPJ1N1EflGiN
w/QfHWtlOU3TA1fEM
9uKiNlItESSUR6(tSF1
u SO.0 I -so.0
1
STAPLES DWAUED * u Or- (NFO WOOD)
MLEGORT-N 0170.C.
DORMASOM ()
So
DETAIL V
F-C)lamW
1. d
ow
F- c c oR rr ---I
OIL
1. WOOD FRAW C AND OOINBcnow TO SE DPSIGM RY 11E ARCHRCT
OR ENGMIR OF REMM
2 ROOFM KARS OWTO X 7A" LONG wl 3Ar Of" SNMLSE CORROSION
RERAANT ANDPOfUtATE A A"L OF S1,rLMO SIRFORT FRM NG. c
02 29 12 a N.
T.S c
5n -UK-- s elm
NO. W.
FL-
15272.1 n n
S1
a v
ROOF -
FtAMHG
FASOA MA
SO#I1 pAl10R
Sff OETAL'l1 WOOD
SEE OErAL r
SIDE VIEW SINGLE SPAN w/ F-CHANNEL
9— w aUE/ftprp Cwmk I)
AUAO M
FAS ARM
SNC1JiSirAF/lEAlGtt/%
t1fSlplFFT
r 116.0 116.0
1t• 36.0 36.0
TRNA NAL'AWACH®
THROUGH FASCIA
W O.C. MAX
SUPLS INSTAUM • /
END OFPMELAND J
r MAX Or -
SOFFIT -
W MAX
DETAIL"A"
Fosda
NOE:
FOR SQUARE CUJF OVHRIAM
TRIM WTFOM OF FASCIA RAT
AGAINST IA1 M
SL4A.ES MM • 2r O.C. PW WOOD]
ON FCHAWn LEG Oft T+lu • IT O.0
PMO WOOD OR MASONR)
SPAN •A•
ROOFOVS WAG
lOOF
tRAF.IG SOFFR
IMMAX—
10
JWOOD
FRAW
SEE 1>Eru SEE DUAL
SIDE VIEW -;SINGLE SPAN w/ F-CHANNEL
sr— w vuwftff" -"")
Z$ft1t, fYAM(EHOW DESIGAf a'RFSJURE jii+i
Pola VE Wove-
r 116.0 116.0
u• 36.0 36.0
DETAIL or
OOQ'
oLor
I Ih
I--- t•, coR r ——I t
om
1 FASGN 3 TtNANFB
m
FL-15272.1
Ak
am -
FWANG
SOFFIT --z
SEE DEIAVC
SEE WAL v
Iql lm
wow
FRAb®
SIDE VIEW - SINGLE SPAN w/ 7-CHANNELS
Shwm wlriW6swgQNeYe1
SRiC S1AN1R1O11F
r 100.0 100.0
40.0 40.0
SPA" 'A-
i— ROOF OVEIMANG
ROOF —
FRAMNG
AURAMMA
FASCIA 1RM
SCIFFI1 J
CAO OR
SEE DETAIL '
WOOD
AffRMAfl
SEE DETAL CC
SIDE VIEW - SINGLE SPAN w/ 3-CHANNEL
Shom w Um/h ff" CuOrm)
F : ++
S,Nr e SMN a;eNcn,.
1' -" *
DiSIGN F1l6SSgRE
FOWPA 11EGAVVE
r 141.0 141.0
1P 36.0 35.O
SIAnS MALLID • 1? O.0 (MO W
H JCHAIIB S1O? OR T41AL • 1? O.C.
SFARS IOCAT® l11O WOOD OR MASO/1RY)
r O C IMO fRAAr1G
STAKES lDCATEd a 41
a l l 8 11 u O.C.IWO FRAMING
2 a
r
y
ta
2 .
Ak3MAx 10
MAX
S
I*MAX
1. MAX
o.0 WOOCSTAKESWALLED017O.C.
IHJ- IELSLOTORT-RAL* 1?O DETAIL "C"
DETAIL "D"
14C11orod
Eomnei
Fascia
TW NA ATIAOM)
1HROVGH FASCIA
V O.C. MAX
I
i
0.0?
Ole a
i A nturn
STARS WALLED •
END OF FAN1i A!D
MAX O.C.
SOFFrT
11>< MAX.
o ow
DETAIL "A"
FasciaI
or Olt v wo
FItlC 02 29 12
wit: N.T.S. '+
1
F16 Fir JK
we an LF'S T
FL-15272.1 c
FKQ e L o
2r
R..:.:,
ARROW ' -
RILL V9rt 7.0 4.Wo
cem vlwt 2J 1 A%
RIAMOODETAIS
13.T
ITOOVERAGE
IV
3a c
PANEL
6
nets ItuTetuc
1 FASCIA ALIH IINA
2 rctlmm ALuMHN
3 F CHANNEL AUTAMW
4 rCHANEL VNITI
6 a FANG VDM
7 IS a1,VCTRUAHAL S.S.
S urGAxijrsssTAPLEtwj 7ffmKseaxAEmq Sim
V x r SATTETI SW SG-.12 OR BETTOR WOOD
10 APAb-C-GROIW I OCT. Iy PLYWOODORIEM WOOD
11 MrDUkT*I1LL / 71rh* SFW
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MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-
2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (
NOA) wn-iv.miamidade.anv/economy CertainTeed Corporation 1400
Union Meeting
Road Blue Bell, PA
19422 SCOPE: This NOA
is
being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has
been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami
Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall
not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade
County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material
tested for. quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer
will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code. This product is
approved as described herein, and has been designed to comply with the Florida Building Code .01-1) including the High
Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark, Landmark
Pro, Landmark Premium, Landmark Impact Resistant and SANFORD Landmark Solaris
0
RTM LABELING:
Each
unit
shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade
County Product Control Approved", unless otherwise noted herein, # 1 b - 2 0 7 i RENEWAL of this
NOA shall be considered after a renewal application has been filed and there has been no change in the applicable
building code negatively affecting the performance of this product. TERMINATION of this
NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/
or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising
or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA
shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA
number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may
be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.
INSPECTION: A copy
of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available
for inspection at the job site at the request of the Building Official. This revises NOA #
12-0403.02 and consists of pages l through 6. The submitted documentation
was reviewed by Alex Tigera. htIAM1•DADE couNTY
NOA NO.: e: -
1204.01
02/
28/17
Expiration Date: 02/28/17 Approval Date: 03/
14/13 Page 1 of
6
f
ROOFING ASSEMBLY APPROVAL
Cateeory• Roofing
Sub-Cateeorv: Asphalt Shingles
Materials Dimensional
Deck Type: Wood
SCOPE
This renews CertainTeed Landmark, Landmark Pro, Landmark Premium, Landmark Impact Resistant and
Landmark Solaris Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of
Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Certainteed Landmark 13'/4" x 38 3/." TAS 110 A heavy weight, 247lb/sq, dimensional
Manufacturing asphalt shingle.
Locations #1, 2, 3, 4, 5, 6, 7
Certainteed Landmark Pro 13'/4" x 38'h" TAS 110 A heavy weight, 264lb/sq, dimensional
Manufacturing asphalt shingle.
Locations #1, 3, 4, 5
Certainteed Landmark Premium 13'/4" x 38'/," TAS 110 A heavy weight, 2961b/sq, dimensional
Manufacturing asphalt shingle.
Locations #1, 3, 4, 5
Certainteed Landmark Impact 13'/4" x 38 3/," TAS 110 A heavy weight, 264lb/sq, dimensional
t Resistant + n
asphalt shingle.
Manufacturing
Locations #1, 7
Certainteed Landmark Solaris 13'/4" x 38'/," TAS 110 A heavy weight, 296lb/sq, dimensional
Manufacturing asphalt shingle.
Locations #1
Accessory Shingles various proprietary Accessory shingles for hip, ridge and starter
strip applications.
MANUFACTURING LOCATION(S):
1. Peachtree City, GA.
2. Ennis, TX.
3. Oxford, NC.
4. Shakopee, MN.
5. Avery (Milan), OH
6. Norwood, MA
7. Shreveport, LA,
NOA No.: 12-1204.01
Expiration Date: 02/28/17
Approval Date: 03/14/13
Page 2 or 6
EVIDENCE SUBMITTED:
Test A¢ency Test Identifier Test Name/Report Date
Underwriters Laboratories, Inc. R684 UL 790 04/02/01
PRI Asphalt Technologies, Inc. PCTC-O 1 -02-01 TAS 100 01/12/01
CTC-006-02-01 TAS 100 11/12/02
PRI Construction Materials Technologies CTC-092-02-01 TAS 100 02/23/12
CTC-091-02-01 TAS 100 02/21/12
CTC-090-02-01 TAS 100 09/02/11
CTC-087-02-01 TAS 100 07/07/11
CTC-086-02-01 TAS 100 07/07/11
CTC-101-02-01 TAS 100 10/05/11
CTC-102-02-01 TAS 100 10/05/11
CTC-109-02-01 TAS 100 01 / 18/ 12
CTC-106-02-01 TAS 100 11/02/11
CTC-105-02-01 TAS 100 10/31/11
CTC-089-02-01 TAS 100 07/18/11
CTC-088-02-01 TAS 100 07/18/11
Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00
02NK42448 Wind uplift resistance TAS 107 11/08/02
09CA28873 Letter 07/23/09
I ICA59020 TAS 107/ ASTM D3161 01/25/12
1 INK07864 TAS 107/ ASTM D3161 09/29/11
07CA26696 TAS 107/ ASTM 133161 09/21/07
I ICA38844 TAS 107/ ASTM D3161 01/28/12
IICA38844 TAS 107/ ASTM D3161 01/27/12
11CA38844 TAS 107/ ASTM D3161 01/26/12
06CA02648 TAS 107/ ASTM D3161 02/23/06
06CA28237 TAS 107/ ASTM D3161 09/22/06
IONK17366 TAS 107/ ASTM D3161 01/04/11
1 INK08333 ASTM D3462 05/15/12
I INK08333 ASTM D3462 04/15/12
1 INK07864 ASTM D3462 09/29/11
11NK08333/Letter ASTM D3462 / UL790 11/05/12
11NK08333/Letter ASTM D3462 / UL790 11/05/12
11NK08333/Letter ASTM D3462 / UL790 11/05/12
NOA No.: 12-1204.01
MIAMI-DADE COUNW= Expiration Date: 02/28/17
Approval Date: 03/14/13
Page 3 of 6
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. - Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail 'B', attached.
LABELING
1. Shingles shall be labeled with the Miami -Dade Product Control approved seal as seen below or the wording
Miami -Dade County Product Control Approved".
MIAMI-DADE COUNTY
6 1
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 12-1204.01
Expiration Date: 02/28/17
Approval Date: 03/14/13
Page 4 of 6
DETAIL A
Eaves
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND
LANDMARK SOLARIS
SHINGLE LAYOUT
NOA No.: 12-1204.01
Expiration Date: 02/28/17
Approval Date: 03/14/13
Page 5 of 6
DETAIL B
38 3/4"
Release Tape
Nailing arse for "low and standard" slopes (from 9 6:12 to 21:12)
Nail between upper &lower nail lines.
1„
12" 14 3/4" 0. 1 a 12"
13 1/4"
WIDE f
NAILINGAREA
77 7 1 /2"
5 5/8"7 g
Exposure 77-
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND
LANDMARK SOLARIS
LOW AND STANDARD SLOPE)
4"
LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND
LANDMARK SOLARIS
STEEP SLOPE)
END OF THIS ACCEPTANCE
NOA No.: 12-1204.01
MIA
rn;n ECOm Expiration Date: 02/28/17
Approval DRte: 03/14/13
Page 6 of 6
CertainTeed Shingle Applicator's Manual
Lan . W Series and
Landiiwkn'TL 112
YOUR OBJECTIVE:
To learn the correct procedure for installing
Landmark" shingles.
LANDMARK" SERIES AND LANDMARK" TL
Landmark shingles have the installer -friendly NailTrak'" feature,
which provides 11/2" wide nailing area and specially formulated
Quadra-Bond laminating adhesive (See figure 12.3).
Landmark Special Is Impact resistant and is specially
manufactured with a reinforced fiberglass scrim to meet 1:1. 2218
Class 4 impact resistance rating.
NOTE: Landmark Special must he installed over a clean deck (no
roof-overs) to obtain the UL 2218 rating. it is strongly recommended
that impact resistant cap shingles made from XT 30 IR shingles be
Installed on all hips and ridges. Some insurance carriers may not
consider the roof system as compliant to UL 2218 Class 4 without
Impact resistant cap shingles.
Landmark Solaris'" shingles are ENERGY STAR' qualified roof
products that meet both solar reflectance and thermal emissivity
requirements. lasing CertainTeed's advanced roofing granules,
Landmark Solaris reflects solar energy and radiates heat far better
than traditional roofing shingles — it can reduce the roof's temperature
by as much as 20 percent in the summer. NOTE: Use matching
Landmark Solaris hip and ridge shingles which are also solar reflective.
Landmark TL is unique because its patented Tri-Laminate"
design combines three layers of material to provide a dramatically
thick shingle with a wood shake style.
With the exception of Landmark TL, closed -cut valleys are preferred
by CertainTeed when applying these shingles. Open valleys are
recommended when applying Landmark TL; however closed -cut
valleys are also acceptable. Woven valleys are not recommended for
Landmark TL because the tri-laminated shingle can buckle and
become damaged when shaped into the Alley. Nails are required
as fasteners for Landmark TL, staples are not allowed.
STANDARD OR STEEP SLOPES: CertainTeed recommends
DiamondDeck" Synthetic Underlayment, Roofers' Select" High
Performance Underlayment, or shingle underlayment meeting ASTM
D226, D4869 or D6757. Take care to ensure sufficient deck ventila-
tion when DiamondDeck or other synthetic underlaymteni is installed.
Follow manufacturer's application instructions.
LOW SLOPES: One laver of CertainTeed's WinterGuard "
Waterproofing Shingle Underlayment (or equivalent, meeting ASTM
D1970) or two layers of 36" wide felt shingle underlayment (Roofers'
Select or underlayment product meeting ASTM D226, D4869 or
D6757) lapped 19" must be applied over the entire roof, ensure
sufficient deck ventilation. When DlamondDeck or other synthetic
underlayment Is installed, weather -lap at least 20" and ensure
sufficient deck ventilation.
1110
IMPORTANT: When installing LandMark TL on low slopes, one
layer of WinterGuard or an equivalent waterproofing shingle underlay-
ment must be applied over the entire roof. Applying two layers of
felt shingle underlaymeni is not an acceptable alternative to
WinterGuard. One layer of shingle underlayment meeting ASTM D4869
applied over the required WinterGuard is also recommended.
e90'
02)
2112)
0112)
Figure 12.1: Slope deJlnUtons.
THE ROOF DECK* MUST BE AT LEAST: 3/8" (9.5 mm)
thick plywood, or 7/16" (11 mm) thick non -veneer, or nominal
1" (25 mm) thick wood deck.
COLD WEATHER CLIMATES (ALL SLOPES): Application of
WinterGuard or its equivalent is strongly recommended whenever
there is a possibility of ice build-up. Follow manufacturer's
application instructions.
FLASHING: Corrosion -resistant flashing must be used to help prevent
leaks where a roof meets a wall, another roof, a chimney or other
objects that penetrate a roof.
SEALING: Shingle sealing may be delayed if shingles are applied
in cool weather and may be further delayed by airborne dust
accumulation. if any shingles have not sealed after a reasonable
time period, hand sealing may be necessary.
CAUTION: To prevent cracking, shingles must be sufficiently warm
to allow proper forming for hips, ridges and valleys.
WARRAN"I V. These shingles are warranted against manufacturing
defects and are covered by SureStari " protection. See the warranty
itself for specific details and limitations.
For technical Information on acceptablequestions,
alternative application methods and materiels, a
Eoracopyoftheproductwarranty, contact the F
sources listed below:
Your supplier or roofing applicator
CertainTeed Home Institute 800.782-e777
CertainTeed-RPG Technical Services $00-345-1145
L
FASTENING
Shingle
Roof
Deck
Pro er Crooked Under- pver-
NaNng Driven Driven
Figure 12-2: Pmper and improper nailing.
IMPORTANT. For decks 3/4' (19 mm) thick or thicker, nails must
go at least 3/4" (19 mm) into the deck. On thinner decks, nails must
go at least t/s" (3.2 mm) through the deck.
hails must be 11- or 12-gauge roofing nails, corrosion -resistant,
with at least 3/a" (9.5 mm) heads, and at least 1" (25 mm) long.
LandMark TL requires nails at least I1/4" long.
r-- - - - - --
NailAmear
Low i Standard
t slops
s-J I The Lim - /f Release Tape
FRONT \ ...........::;iiiyiiC
Nailing Lines
BACK
Sealant Strips
UNDERSIDE Ouadra-Bond
OF TOP
LAMINATE
LAYER
Four laminating adhesive strips for a stronger bond.
Figure 12-3• Nail7Ya4" feanrres a udder rail area and
exha-strong Quadra-Bond construction.
LOW AND STANDARD SLOPE
LANDMARK
12"
1 t/2"
Nailable
Area
143/4" 12"
1—(305 mm)— f(375 mm) ;— 305 mm)--
j~ 1 (25 mm) Release Tape 1" (25 min) —'I
r
LANDMARK TL
131/2" 13" 131/2"
1---(343 mm)— --(330 mm)-- —(343 mm)—1
I--1" (25 mm) 1" (25 mm) —
M M —F//,
Figure 12-4: Use four halls for emhyful! shingle.
STEEP SLOPE
Ilse six nails and four spots of asphalt roofing cement for every full
laminated shingle. See below. Asphalt roofing cement should meet
ASTM D 4586 Typc II, Apply I- spots of asphalt roofing cement under
each corner and at about 12' to 13" in from each edge.
LANDMARK
12" 143h" 1 12"—
305 mm) (375 mm) 1 (305 mm)
1 -1"(25mm) Releaser
1"(25.mm)- --
Nail Area i
For Steep
25 mm) i — — — — (25 mm)
Routin Cement
LANDMARK TL
13i /2" 13" 131/2'=
343 mm) (330 mm) 1 (343 mm)
I i-1"(25mm) 1"(25mm)- I
Figure 12-5: Use sCr nails and four spots of
asphait roofing cement on sleep slopes.
CAUr10N: Excessive use of roofing cement can cause shingles to blister.
CERTAINTEED SHINGLE APPLICATORS MANUAL Chapter/? ]]]
TWO CLEAN -DECK APPLICATION METHODS
FOR LANDMARK AND
LANDMARK TL SHINGLES
FIVE -COURSE DIAGONAL METHOD 116" AND 11")
FIVE -COURSE DIAGOIIAL`METHOD (554" AND 111/4") _
NOTE: The 6' and I I" method is shown below. The 55/8" and 11 t/4"
method follows the same application instructions as the 6" and I I"
method except the dimensibns of the shingle cut-offs in the second
and third courses are 55/8" and I 1 t/4" respectively.
CAUTION: Use of other installation methods may result in an
objectionable pattern.
PREPARING THE DECK:
Apply underlayment as required. CerWaTeed suggests that a
layer of shingle underlayment be applied. For UL fire rating,
underlayment is generally required. Apply flat and unwrinkled.
Snap chalklines to assure shingles will be correctly aligned.
Expose all shingles 554" (143 mm).
STARTER COURSE:
1. Use CertainTeed Swiftstart Starter, or three -tab self-sealing shingles
with the lower tab portions removed. Be sure that the starter
shingles are at least 7 5/8" in height. (Figure /2-6).
Starter Shingle 7 5/s"
r----
Removell these p:lortions
11 — — — — — J - - - - - - J
Figure 12-6• Make starter shingles that are 75/8" in height.
2. For the first starter, cut 6" from one side of the starter shingle.
3. Apply the remaining piece to the lower left corner of the roof.
Make sure there is 1/2" overhanging the rakes and eaves if drip
edge Is being used. If you are not using drip edge, make the
overhang 3/4'.
4. Use full length starter shingles for the rest of the course.
IST COURSE: Apply a full shingle at the lower left comer of the
roof. Make the lower edge and Ich edge lie Gush with the edges of the
starter course (Figure 12-7).
2ND THROUGH 5TH COURSES:
CAUTION! Failure to follow instruction steps 1-5 below will bring
joints too close together and may cause unattractive patterns!
1. Cut 6" off the left end of the first shingle and save this piece for later
use. Apply the 323/4" (34" for Landmark TO long piece over and
above the first -course shingle. Leave the bottom 55/s" tab portion of
the first -course shingle exposed.
2. Cut I I" off the first shingle of the third course and save this for
later. install the 273/4" (29" for Landmark TO long piece over and
above the second -course shingle.
3. Apply the previously removed I V lung piece over and above the
third -course shingle.
4. Apply the previously removed 6" long piece from the second
course over and above the fourih-course shingle.
5. Install a full shingle against the right edge of each shingle in
courses one through five.
CONTINUING UP THE ROOF:
1. Beginning again with a full shingle, repeat the five -course pattern
up the left rake.(Figure 12-8, B).
2. Fill-in courses across the roof in a stepped diagonal fashion using
full shingles. (Fgure 12-8, A). Do not run courses straight across.
IMPORTANT: Du not align joints of shingles closer than 3 rh"
from one another.
Figure 12-7. Applying lbe first 5 cronrses of landmark.
Nole: T1w landYark TL dinruuions differ.
112 Chapter12 CERTAINTEED SHINGLE APPLICATORS MANUAL
Figure 12-8: "Fier -Course Diagonal dfetbod" inslallation scbenralic.
For capping hip and ridge. apply CertainTeed
Accessory' shingles of a like color.
Air Flow
Through
Soffit
Provide adequate
ventilation under
the roof deck to
prevent harmful
condensation In
winter and heat
bulld-up in
summer.
V
Figure 12-9: lligbl{gbi ofdosed -cut eallel• details.
CER,TAINTEED SHINGLE APPLICATORS MANUAL Cbaplerl2 113
CHIMNEY FLASHING
Metal Step Flashing
2' (50 mm 7 5/8,
Minimum "' (193 mm)
3' (75mm)
Minimum
Figure 12.10: Step flashing minimum dimensions.
Figure 12-/1: Plashing around a chinrnel:
TWO ROOF -OVER METHODS
FOR LANDMARK AND
LANDMARK TL SHINGLES
The same methods used for clean -deck application of these shingles
are used for roof-overs. Application of these shingles over English
dimension shingles is not recommended — due to the high cost of
workmanship and greater risk of worker error.
HIPS AND RIDGES
SHADOW RIDGE" ACCESSORY SHINGLES
Shadow Ridge shingles have an accented shadow line that is designed to
complement these shingles. Simply fold along the pre-cut lines and
detach individual cap pieces. Save valuable installation time compared
to cutting 3-tab shingles.
urvr"'?',.; ,
figure 12-12: Shadow Ridge accessop- shingles detach easilii, from
three-piece units to make 72 individual cap pieces.
There are 24 three-piece units in each Shadow Ridge bundle,
providing 72 individual caps that will cover 30 linear feet (333/4
linear feet, Metric) of a hip or ridge. Each English dimension cap
piece Is 12" by 12" (Metric caps are 131/4" by 97/8") and features
clipped corners on the bottom edge of the exposed portion.
APPLICATION IS AS FOLLOWS:
1. Apply shingles up to the hip or ridge on both sides, then trim
flush.
NOTE: The last course of shingles should have an exposure of
5" (55/8" for metric) or less when the shingle cap or ridge vent is
fastened in place. Otherwise, a potential water leak could occur at
exposed shingle end Joints. The'ligures used in this section illustrate
the application of accessory shingles over a ridge vent; application
directly to the roof deck is very similar.
305mm) ! Apply Over
Starter Shingle
Figure 12.13: ApA, a frig cap slibWe over the starter piece,
flush with the bottom and side edges ofibe starter.
2. install caps beginning at the bottom of a hip or at either end of a
ridge. Apply a starter piece that has the bottom 5" (55/8' for
metric) removed (Pigisre 11-18). Fasten the starter with two nails
located about 3" from the rake edge. and 1" in from each side
edge. Make sure fasteners used to apply caps penetrate at least
3/4" into or through the decking.
NOTE: To assist in proper alignment when ridge vent is not used.
snap a chalk line parallel to the hip or ridge along the line where
the side edges of the cap shingles should be.
114 Chapter12 CERTAINTEED SHINGLE APPLICATORS MANUAL
3. Apply a full cap shingle over the starter (Figure 12-18), and place
fasteners at 55/8" (61/4" for metric) up from the exposed bottom
edge and 1" in from each side. Nails must not be exposed on the
finished roof. All nail heads must he driven straight and must not
cut into the shingle surface.
e1 25mm)
Figure 12-14. Install cap shingles at their correct exposure
and cover allleuteuers.
NOTE: Each cap has a laying/alignment notch at the top edge to
center the piece on the ridge line, and two notches on each side
to indicate the correct exposure and shadow -hue placement
Figure 12-19). The side notches of the cap being applied should
be aligned with the top edge of the previously applied cap.
12'
305mm)
6' 6'
150mm) (150mm)
fF- Notch for
Centering
12'
305mm) Notches for Alignment to
the Top Edge of the Previous
Cap for 5' (125mm) Exposure
English Dimension
97/8"
250mm)
415/16" 415/16-
125mm) (125mm)
Notch for
Centering
131/4' f337mm)
Notches for Alignment to
the Top Edge of the Previous
Cap for 55/8' (141 mm) Exposure
Metric Dimension
7'
180mm)
I
7
75/8'
196mm)
I
Figure 12-15 : Each Shadow Ridge shingle has a metering notch and
two slde-alignment notches to help ensure proper placement
r (30MM) - r Laying Notch
I
5• (125r")
Figure 12.16: (Ise laying notches to center shingles on bips and
ridges, and to locate the correct exposure.
MOUNTAIN RIDGE HIPHIROFILE
HIP AND. RIDGE ACCESSORY
Ilse Mountain Ridge accessory shingles to cover hips, ridges or
rake edges. one box will cover 20 linear feet. To prevent damage to
shingles during application, they must be sufficiently warm to allow
proper forming.
FASTENING
IMPORTANT: Use two nails to fasten each shingle. Nails must be
minimum 13/4" (45 mm) long. For the 4" (100 mm) starter
shingle, place fastener I" (25 mm) in from each side edge and about
2" (50 mm) from the rake (or eave) edge, making sure the fastener
goes 3/4" into the deck or all the As% through. For each full Mountain
Ridge shingle, place fasteners 0/8' (219 mm) up from its exposed
butt edge and 1' (25 mm) in from each side edge.
Sealant
4- Starb
Piece
Sealant
Figure 12-17. flip and ridge application.
CERTAINTEED SHINGLE APPLICATORS MANUAL Chapter 12 115
HIP, RIDGE AND RAKE SHINGLE A"LICATN)N
Apply the primary field roofing up to the hip or ridge from both
sides of the roof and trim flush or lap over one side, not more than
half the widih of a Mountain Ridge shingle.
Assure that the installed Mountain Ridge shingles properly cover
hip and ridge field shingles on both sides and the field shingles
applied along rake edges. For a rake edge installation, cut the field
shingles flush to the rake edge. Apply Mountain Ridge shingles
ensuring they fit securely against the rake board. To assist in
proper alignment, snap a chalk line parallel to the hip,
ridge or rake along the line where the side edges of the
Mountain Ridge shingles should fall.
Prepare a 4" Starter shingle by cutting off the lower 8" color
granule butt portion of one Mountain Ridge shingle. Apply the 4"
starter piece (with sealant nearest the outer edge) over the bottom
comer of the hip or rake, or on either end of the ridge, overhanging
the corner or end by approximately t/z" and bending the starter
shingle along its centerline to form into place (see figures below.)
Install a nail on each side about 2" up from the starter shingle's
exposed butt edge and I" in from each side edge of the shingle. The
8" piece that was cut off may be used to finish the opposite end of
hip, ridge or rake.
Next, apply a full Mountain Ridge shingle over the installed starter
shingle, bending it along its centerline and forming into place over
the hip, ridge or rake, flush with the bottom and side edges of the
starter shingle. install a nail on each side of the shingle 85V up
from the bottom edge and 1" in from each side edge.
Continue application of the Mountain Ridge shingles along the hip,
ridge or rake as shown. Expose Mountain Ridge shingles 8", covering
all fasteners.
CEDAR CREST MEDIUM -PROFILE
HIP AND RIDGE ACCESSORY SHINGLES
Ilse Cedar Crest accessory shingles to cover hips and ridges.
Carefully separate the three-piece units prior to application, by
first folding along the pre-cut Imes and then detatching the pieces
see Figure 12-18). No cutting is necessary. There are 30 individual
shingles (10 three-piece units) in each bundle. One bundle will cover
20 linear feet. Each 12' x 12" shingle has a shadowline that is a
design feature which is visible when applied properly. To prevent
shingle damage during application, they must be sufficiently warm to
allow proper forming.
Figure 12-1& Separate to make 3 cap shingles.
FASTENING
IMPORTANT. Ilse TWO nails to fasten each shingle. Fasteners must
be minimum 1-1/4" (45 mm) long.
For the starter shingle, place fastener I' in from each side edge and
about 2" up from the starter shingle's exposed butt edge, making
sure fastener goes 3/4" into the deck or all the way through the deck.
see Figure 12-19). For each full Cedar Crest shingle, place fasteners
8-5/8" up from its exposed butt edge and I" in from each side edge
see Figure 12-20).
pont-
I
I
I I
Figure 12-1y: Appl)- aA11 crap shigle over the starter sbiglvc
Figure 12.20.• Install cap sbingles at an 8" erposurr
and faslen wilb one nail on each s1dr as shown.
116 Chapter 12 CERTAINTEED SHINGLE APPLICATORS MANUAL
IMPORTAIYr High Wind Instructions. In order to achieve the
ASTM D3161 CJass "F' Wind Resistance Classification each "hip and
ridge" shingle must be both 1) fastened with nails as shown and 2)
hand -sealed with two 1/4" wide beads of either BASF ' ;Sonolastic'
NPI" Adhesive" or Henkel "PLO Polyurethane Roof & Flashing Cement"
applied from the middle of the shingle's raised overlay on the top piece
and extending approximately
4" along the sides of the
headlap along a line 3/4"-1"
in from each side edge of the 1/4' `
shingle's headlap as shown.
Immediately align and apply 314'
the next overlying shingle,
gently pressing lab sides into _ 1.
adhesive. Only one side of abof &W nrdI
tween
the double thickness lab is Gff"nWVu laym +'
laminated together; to secure figure 11-21: Hand seal caps
the other side, after folding as sbown.
the shingle over the ridge and
nailing into position, a I" diameter spot of either NPI or PL adhesive
must he applied between the shingle layers as shown. Immediately align
and apply the next overlying shingle, gently pressing tab sides into
adhesive.
CEDAR CREST APPLICATION.
Apply primary roofing up to hip or ridge on both sides of roof and
trim flush. Ensure that the Cedar Crest shingles will adequately cover
the top course of the shingles on both sides of the hip or ridge.
Prepare a 4" "starter" shingle by cutting off the lower 8" color gran-
ule portion,of one Cedar Crest shingle. Apply the 4" starter piece with
raised overlay edge over the bottom corner of the hip or to either end
of the ridge, overhanging the comer or end by approximately 1/2"
and bending the starter shingle along its centerline to form Into place
see Figure 12-19). Install a nail on each side about 2' up from the
starter shingle's exposed bull edge and I" in from each side edge of
the shingle.
Then apply a full 12" x 12" piece over the starter, bending the shingle
along Its centerline and forming it into place over the hip or ridge,
Flush with the bottom and side edges of the starter shingle. Fasten
with two nails minimum 1.3/4" long with one nail on each side of
shingle 8 5/8" up from the butt edge and 1" in from,each side edge
see Figure 12-20).
Continue application of Cedar Crest shingles up the hip or along
the ridge, forming each shingle over the hip or ridge, and fasten as
shown in Fastening. Expose Cedar Crest shingles 8", covering all
fasteners.
To assist in proper alignment, snap a chalk line parallel to the hip or
ridge applying along the line where the side edges of the Cedar Crest
shingles should be.
Here's a Tip... /n the winter put bip and ridge cap sbingles in four truck witb The beater blasting for 20 minutes so the caps
don't crack u-ben formed. (1'ljank3 to Mark Uulz. Ricbmund Mi )
CERTAINTEED SHINGLE AP.PLICATOIRS MANUAL Cbapterll 117
Technical Data Sheet CatainTeedLANDMARKTMPremiumShingles
LANDMARKTm Pro Shingles
SAINTGOBMN
LANDMARKTM Shingles
LANDMARK Premium/ArchitectTm 80 Shingles (NW Region only)
PRODUCT INFORMATION
Landmark TM' shingles reflect the same high manufacturing standards and
superior warranty protection as the rest of CertainTeed's line of roofing
products. Landmark Premium (and Algae Resistant -AR), Landmark Pro ,.:. 1, •,:
and AR) and Landmark (and AR) are built with the industry's toughest ' '"
fiber glass mat base, and their strict dimensional tolerance assures
consistency. Complex granule color blends and subtle shadow lines produce a distinctive color selection.
Landmark is produced with the unique NailTrak"M nailing feature. Please see the Installation
Instruction section below for important information regarding Nal/TrakTm.
In the Northwest (NW) Region Landmark Premium (AR) is double -branded as Landmark
Premium/Architect 80 (AR).
Landmark algae -resistant (AR) shingles have the additional attribute of resisting the growth of algae
especially in damp regions. AR shingles are not available in all regions
Colors: Please refer to the product brochure or CertainTeed website for the colors available in your
region.
Limitations: Use on roofs with slopes greater than 2" per foot. Low -slope applications (2" to 4" per foot)
require additional underlayment. In areas where icing along eaves can cause the back-up of water, apply
CertainTeed WinterGuardTm Waterproofing Shingle Underlayment, or its equivalent, according to
application instructions provided with the product and on the shingle package.
Product Composition: Landmark series shingles are composed of a fiber glass mat base. Ceramic -
coated mineral'gianules are tightly embedded in carefully refined, water-resistant asphalt. Two pieces of
the shingle are firmly laminated together in a special tough asphaltic cement. All Landmark shingles have
self-sealing adhesive strips.
Applicable. Standards
ASTM D3018'Type I
ASTM D3462
ASTM El08 Fire Resistance: Class A
ASTM D3161 Class F Wind Resistance
ASTM D7158 Class H Wind Resistance
UL 2390/ASTM D6381 Class H Wind Resistance
UL 790 Fire Resistance: Class A
Technical Data: Landmark
and AR)
WeighVSquare (approx.) 240 lb
Dimensions (overall) 13 1/4" x 38 3/4"
Shingles/Square (approx.) 64
Weather Exposure 5 5/8"
Includes "Landmark Premium AR/Architect 80"
UL 997 Wind Resistance
ICC Evaluation Report ESR-1389
NYC-MEA-12049 _M (Regional)
CSA Standard A123.5-98 (& -05) (Regional)
Ontario BMEC Auth. 97-10-219 (Regional)
Miami -Dade Product Control Approved
Florida Product Approval # FL5444 (Regional)
TDI Windstorm Resistance (Regional)
Landmark Pro Landmark Premium"
and AR) (and AR)
250-270lb 300lb
13 1 /4" x 38 3/4" 13 1 /4" x 38 3/4"
66 66
5 5/8" 5 5/8"
Technical Data Sheet (Continued)
Landmark Shingles , Page 2 of 3
INSTALLATION
The following is a general summary of the installation methods. Detailed installation Instructions are
supplied on each bundle of Landmark shingles and must be followed. Separate application sheets may
also be obtained from CertainTeed.
roof Qeck Requlrer* P s; Apply shingles to minimum 3/8" thick plywood, minimum 7116" thick non -
veneer (e.g. OSB), or minimum 1" thick (nominal) wood decks. The plywood or non -veneer decks must
comply with the specifications of APA-The Engineered Wood Association.
VenQlatiop: Provisions for ventilation should meet or exceed current HUD Standards. To best insure
adequate ventilation, use a combination of continuous ridge ventilation (using Ridge FilterVent or Ridge
Filter ShingleVenfll, manufactured by Air Vent Inc, or a comparable product with an eidemal baffle) and
balanced soffit venting. `
Valleys: Valley liner must be applied before shingles. The Closed -Cut valley application method is
recommended, using CertainTeed WinterGuard Waterproofing Shingle Underlayment or its equivalent to
line the valley prior to being fully covered by the shingles.
Underlayment:
On slopes 4" per foot or greater, CertainTeed recommends one layer of DiamondDeckTm Synthetic
Underlayment, or Roofers' Select*"' High -Performance shingle underayment, or shingle underayment
meeting ASTM D226, D4869 or ASTM D6757. Always ensure sufficient deck ventilation, and take
particular care when biamondDeck ur other synthetic underlayment is installed. For UL fire rating,
underlayrrlent may be required. Corrosion -resistant drip edge is recommended and should be placed
over the underlayment at the rake and beneath the underlayment at the eaves. Follow manufacturer's
application instructions.
On low slopes (2" up to 4" per foot), one layer of CertainTeed's WinterGuard Waterproofing Shingle
Underlayment (or equivalent meeting ASTM D1970) or two layers of 36" wide felt shingle underlayment
Roofers' Select High -Performance Undedayment or product meeting ASTM D226, D4869 or ASTM
D6757) lapped 19" must be applied over the entire roof, ensure sufficient deck ventilation. When
DiamondDeck or other synthetic underlayment is installed, weather -lap at least 20' and ensure sufficient
deck ventilation. When WinterGuard is applied to the rake area, the drip edge may be installed under or
over WinterGuard. At the eave, when WinterGuard does not overlap the gutter or fascia, the drip edge
should be installed under WinterGuard. When WinterGuard overlaps the fascia or gutter, the drip edge or
other metal must be installed ovei it. Follow manufacturer's application instructions.
Fastening (Nal[Trakl' ):
Low rs< Standard Slopes: On low and standard slopes, four nails are required per shingle. There are three
nail lines on NailTr'ak shingles. Position nails vertically between the upper and lower nailing -guide lines. It
is acceptable to nail between either the middle and lower lines or between the upper and middle lines.
Nails must be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking,
whichever is less. They are to be located 1" and 12" in from each side of the shingle (see instructions on
product wraps.) Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads.
Steep Slopes: On slopes greater than 21" per foot, fasten each shingle with six nails and four spots of
roofing cement placed under each shingle according to application instructions provided on the shingle
package. Fasteners must penetrate the two -layer common bond area that is indicated by the middle and
lower Nairrrak lines, also illustrated on the shingle package.
Technical Data Sheet (Continued)
Landmark Shingles Page 3 of 3
Application: The recommended application method is the 'Five -Course, Diagonal Method' found on each
bundle of shingles. In this method, shingle course offsets are 6" and 11". Instructions also may be
obtained from CertainTeed. These shingles may be used for new construction or for reroofing over
existing Metric -sized shingles.
Flashing: Use corrosion -resistant metal flashing.
Hips and Ridges: For capping hip and ridge apply CertainTeed Shadow Ridge TM, Cedar CrestTm or
Mountain RidgeT"' shingles of a like color.
MAINTENANCE
These shingles do not require maintenance when installed according to manufacturer's application
instructions. However, to protect the investment, any roof should be routinely inspected at least once a
year. Older roofs should be looked at more frequently.
WARRANTY
Landmark Premium (and AR), Landmark Premium/Architect 80, Landmark Pro (and AR), and Landmark
and AR) shingles carry a lifetime limited, transferable warranty to the consumer against manufacturing
defects. In addition, Landmark Premium (and AR), Landmark Premium/Architect 80, Landmark Pro (and
AR), and Landmark (and AR) carry 10-years of SureStartTm Protection. For specific warranty details and
limitations, refer to the warranty itself (available from the local supplier, roofing contractor or on-line at
www. certainteed. com).
FOR MORE INFORMATION
Sales Support Group: 800-233-8990
Web site: www.certainteed.com
See us at our on-line specification writing tool, CertaSpec, at www.certainteed.com/certasoec.
CertalnTeed Roofing
P.O. Box 860
Valley Forge, PA 19482
Copyright CertainTeed Corporation, 2011.
All rights reserved. Updated: 12/2011
CeftiliTeed
SAINT GORAM
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 V alrieo, FL 33595 Phone ti 13.659.9197
Florida Board of Professional Dineen cenifimb of Audwri'mion No. 96I3J
Product
Category Sub Category Manufacturer Product Name
swinging
Thema-Tru Corporation Smooth Star' and Fiber gl4=1c"
Exterior
Exterior Door 113 Industrial Drive Fiberglass Single Door
Doors
Assemblies i rr` Edgerton;01443317 Inawkwoutswing
Phone 4192fi-1T40 Im ct' Scope:
This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998)
for Thenna-Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department
of Business 8 Professional Regulation. RW
Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named heroin. Limitation:
1.
This product has been evaluated and is in compliance with the 2610 Florida Building Code (FBC) structural requirements including the High
Velocity Hurricane Zone" (HVHZ). 2.
Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall'be beyond wall dressing or
stucco. 3.
When used In the'HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant
covering. 4.
When used in areas outside of the "HVHZ' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010
FBC and does not require an impact resistant covering. This products meets missile level'D' and includes Wind Zone 4 as defined
In ASTM E1996 and Section 1609.1.2.4 of the FBC. 5.
For 2x stud framing construciop, anchoring of these units, shall be the same as that shown for 2x buck masonryconstruction. 6. Site
conditions that deviate from the details of drawlrig FL-8871.5 require further engineering analysis by a licensed engineer or registered architect
7. Outswing
configurations using threshold item #4 meet water infiltration requirements for "HVHZ'. B. Inswing
and outswing configurations using threshold Item #5 do not meet the water infiltration requirements for the 'HVHZ" and shall be installed only
In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of
canopy or overhang to sill is less than 45 degrees. 9. See
drawing FL-6871.5 for size and design pressure limitations. Supporting Document'
s: 1. Test
Report No. Test Standard TEL 01460336-
A,B,C ASTM D635-03, ASTM D1929-96 ASTM D2843-
99 STTS00001 ASTM
G26-95 15427-107362
ASTM E84-00a AT167508.01-
106-18 ASTM D1929-96(2000)e01 TEL 06-
1031-4 TAS 201-94, TAS 201-94. TAS 203-94 2. Drawina
No. Prepared by No. FL
8871.5 RW Building Consultants, Inc. (CA #9813) 3. Calculations
Prepared by - Anghoring RW
Building Consultants, Inc. (CA #9813) Testing Laboratory
Slaned by Testing Evaluation
Lob.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical
Testing Lon Hicks, VP Operations Omega Point
Laboratories William E. Fitch, P.E. Architectural Testing,
Inc. Joseph A. Reed, P.E. Testing Evaluation
Lab.,lnc. Wendell W, Haney, P.E. Signed & Sealed
by Lyndon F.
Schmidt, P.E. Signed & Sealed
by Lyndon F.
Schmidt, P.E. 4. Quality
AssuranceCertificate of of ParticipationIssued by National Accreditation and Management Institute , certifying that Themta-Tru Corporation is
manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
Lyndon F.
Sclurlfdt, P.E. FL PE
No. 43409 2/28/
2012 PF 1233
Sheet 1 of 1
Technical Data Sheet
Roofers' SelectTM
High -Performance Underlayment
CeftinTfthd
SAINT GOBAIN
PRODUCT INFORMATION
Roofers' Select is an asphalt -impregnated fiber -glass -reinforced organic felt underlayment designed for use
on roof decks as a water-resistant layer beneWh,roofing shingles. It is more dimensionally stable than
standard underlayment when wet. Its resistance to "hygro-expansion" significantly reduces the wrinkles that
can result when the felt picks up moisture, thereby reducing the occurrence of visually objectionable
wrinkles that can telegraph through to the shingles applied over it.
Product Data:
Roll Size (sq. ft.): 432
Roll Coverage (sq. ft.): 400
Roll Length ft): 144
Roll Width (ft.): 3
Shipping Weight (approx. lb/roll): 44
Limitations: This product is not designed to be permanently exposed to sunlight or to the weather. Low -
slope application minimum 2" per foot. Between slopes of 2" per foot up to 4" per foot apply two layers of
Roofers' Select in "shingle -fashion."
Product Composition: Roofers' Select is an asphalt -impregnated fiber -glass -reinforced organic felt shingle
underlayment.
Technical Data:
Roofers' Select is Classified by UL to be a,supJDle underlayment for use in any UL Class A, B, or C fire
rated shingle system. The properties of Roofers' Select are given in Table 1 below.
Table 1: Physical and Mechanical Properties:
Property
Tensile Strength (ASTM D146) MD, lb/in
CD, lb/in
Tear Strength (Elmendorf) CD, grams
MD, grams
Color
Laying Lines
Resistance to Liquid Water Transmission (ref. ASTM D4869)
Water Vapor Transmission Perms
Value (Typical)
75
30
650
400
Black
2" and 17" in from each edge
Pass
2
Compliance: Roofers' Select is manufactured to comply with ASTM D6757, and is manufactured to meet
all performance requirements of ASTM D226 and ASTM D4869, including resistance to "liquid water
transmission."
INSTALLATION
Storage: Store Roofers' Select rolls on their,ebds in a dry, protected area at a temperature less than 120°F.
Deck Preparation: Provide a clean, dry and smooth deck surface by eliminating dust, dirt, loose nails and
other objects. Before application to existing roofs, remove all roofing materials, then clean the roof deck
until it is free of any dirt, dust, nails, and other materials.
Standard -Slope Application (4:12 and Greater): Starting at the lower edge of the roof, apply a single layer of
Roofers' Select parallel to the eaves, overhanging drip edge by 1/2". Overlap ends (vertical laps) at least 4"
and sides (horizontal laps) at least 2". Offset end laps from course to course at least 6 feet. Apply flat and
unwrinkled, fastening as required to hold in place.
Technical Data Sheet (Continued)
Roofers' Select rm Page 2 of 2
Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by
applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19" wide starter strip
of Roofers' Select along the eaves, overlapping the drip edge by 1/2". Place a full width sheet over the
starter, with lower edge flush to the starter's lower edge. Apply succeeding 36" wide courses up the roof
slope, overlapping the previous course by 19" in "shingle -fashion." Overlap ends at least 12". Offset end
laps from course to course at least 6 feet. Apply flat and unwrinkled, fastening as required to hold in place.
Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering
waterproofing underlayment (such as CertainTeed's "WinterGuardTm Waterproofing Shingle
Underlayment," or its equivalent), or by applying a double layer of Roofers' Select cemented together with
asphalt roofing cement (ASTM D 4586 Type II). Eaves flashing should be installed to a level of at least 24"
inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to
occur from ice dams.
MAINTENANCE
Roofers' Select requires no maintenance when installed according to manufacturer's application
instructions.
WARRANTY
None.
FOR MORE INFORMATION
Sales Support Group: 800-233-8990
Web site: www.certainteed.com
CertainTeed Roofing
P.O. Box 860
Valley Forge, PA 19482
r
Copyright CertainTeed Corporation, 2011. CertainTeed
All rights reserved. Updated: 12/2011 "
31*" SAINT GOBAIN
uvdM'lay,wn-t5
MIMI®INWE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.mlitmidede.gov/sera
TAMKO Building Products, Inc.
P.O. Box 1404
220 West 4'h Street
Joplin, MO 64801
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA
Product Control Section to be used in Miami Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County
Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade
County) reserve the right to have this product or material tested for quality assurance purposes. If
this product or material fails to perform in the accepted manner, the manufacturer will incur
theOSANoRexpenseofsuchtestingandtheAHJmayimmediatelyrevoke, modify, or suspend the use of such
product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if itisdeterminedbyMiami-DadeCounty Product Control Section that this product or material fails tomeettherequirementsoftheapplicablebuildingcode.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Tamko Underlayments 14-2077
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 08-1008.04 and consists of pages 1 through 6.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 12-0406.07
Expiration Date: 07/05/17MtannEcouApprovalDate: 06R1/12
Page 1 of 6
I
ROOFING COMPONENT APPROVAL
Cateeorv: Roofing
Sub-Cateeorv: Underlayment
Material: SBS
M
SCOPE:
This approves Tamko Underlayments, as described in this Notice of Acceptance; designed to comply
with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building
Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
TW Metal and Tile 39-%" wide TAS 103 Flexible, self -adhering rubberized asphalt
Underlayment ASTM D 1970 sheet material with a polymer surface for use
Manufacturing Location #1 as an underlayme'nt in sloped roof
assemblies. May be used as a secondary
water barrier for full -roof coverage or, when
out into appropriate width strips, for taping
sheathing joints.
Moisture Guard Plus 39-W wide ASTM D 1970 Flexible, self -Adhering rubberized asphalt
Manufacturing Location #1 sheet material with a granular surface for use
as an underlayment in sloped roof
assemblies. May be used as a secondary
water barrier fdr full -roof coverage or, when
cut into appropriate width strips, for taping
sheathing joint's.
TW Underlayment 39 W wide ASTM D 1970 Flexible, self -adhering rubberized asphalt
Manufacturing Location #2 sheet material with a polymer surface for use
as an underlayment in sloped roof
assemblies. May be used as a secondary
water barrier for full -roof coverage or, when
cut into appropriate width strips, for taping
sheathing joints.
Awaflex 39-W wide TAS 104 SBS modified cap sheet with a non- woven
Manufacturing Location #1 polyester mat saturated with asphalt, coated
on both sides with SBS rubber modified
VAalt and surfaced with ceramic granules.
Applied in hot asphalt.
Awnplan 17C 39'/:" wide TAS 104 A polyester reinforced SBS modified
Manufacturing Location #1 bitumen membrane surfaced with granules.
Applied in hot asphalt.
NOA No.: 12-0406.07
Expiration Date: 07/05/17
Approval Date: 06/21/12
Page 2 of 6
Teat Product
roduct Dimensions Specification Description
Awaplan Premiumr" 39 %" wide TAS 104 A polyester reinforced SBS modified
Manufacturing Location #1 bitumen membrane surfaced with granules.
Applied in hot asphalt.
Tamko SA Base 39-%" wide ASTM D 1970 A fiberglass -reinforced self -adhering SBS
Manufacturing Location #1 modified bitumen membrane with a polymer
film on the surface and a removable treated
split release film on the adhesive side. Shall
only be mechanically fastened to wood
deck. Direct adhesion to wood deck not
permitted in the $VHZ. Do Not Remove
Release Film!
Tamko SA Cap 39 %" wide ASTM D 6164 A dual -coated SBS-modified cap sheet with
Manufacturing Location #1 a nonwoven polyester mat surfaced with
ceramic granules and a split removable
release film on the adhesive side.
EVIDENCE SUBMITTED:
Test Aeencv Test Identifier Test Name/Report Date
Exterior Research & Design, LLC 4448.12.01-1 TAS 103 12/19/2001
4448.05.02-1 TAS 103 05/29/2002
Trinity ERD T11090.09.08 TAS 117(B)/TAS 114(C) 09/18/08
PRI Asphalt Technologies, Inc. TAP-058-02-01 TAS 103 04/30/02
TAP-058-02-02 TAS 103 05/23/02
TAP-191-02-01 ASTM D 1970 11/16/07
TAP-192-02-01 ASTM D 1970 11/13/07
TAP-193-02-01 ASTM D 1970 11/16/07
TAP-207-02-01 REV TAS 104/ ASTM D 4798 12/10/08
TAP-185-02-OIREV ASTM D 6164 11/06/08
TAP-196-02-01 ASTM D 1970 01/09/08
MANUFACTURING LOCATION:
1. Joplin, MO
2. Columbus, KS
NOA No.: 12-0406.07
Expiration Date: 07/05/17
Approval Date: 06/21/12
Page 3 of 6
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: "132" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"
side lap and a 6" end lap mechanically fastened to deck with approved annular
ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the
field of the roll.
Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side
lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling
the membrane to obtain maximum contact. Remove the release liner as the
membrane is applied. Vertical strapping of the roof with TW Metal and Tile
Underlayment is acceptable.
When used in Tile roof systems the capsheet shall be back nailed to deck with
approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side
laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed.
Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved
Roofing Assemblies where an ASTM D 1970 underlayment is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: "/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"
side lap and a 6" end lap mechanically fastened to deck with approved annular
ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the
field of the roll.
Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6"
end lap. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release liner as the membrane
is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable.
Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: "/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"
side lap and a 6" end lap mechanically fastened to deck with approved annular
ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the
field of the roll.
Membrane: One or more plies of TW Under tyment with a minimum 4" side lap and 6" end
lap. Place the first course of membrane parallel to the eave, rolling the membrane
to obtain maximum contact. Remove the release liner as the membrane is applied.
Vertical strapping of the roof with TW Underlayment is acceptable.
Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed.
NOA No.: 12-0406.07
Expiration Date: 07/05/17
Approval Date: 06/21/12
Page 4 of 6
Deck Type 1: Wood, Non -insulated
Deck Description: "/72" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"
side lap and a 6" end lap mechanically fastened to deck with approved annular
ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the
field of the roll.
Membrane: One or more plies of Awnflex, Awaplan 170 or Awaplan Premium applied at a
right angle (900) to the slope of the deck adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Vertical
strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium
underlayments is acceptable.
When used in Tile roof systems the capsheet shall be back nailed to deck with
approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side
laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed.
Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or
Approved Roofing Assemblies where an TAS 104 underlayment is allowed.
Deck Type 1: Wood, Non -insulated
Deck Description: 32" or greater plywood or wood plank
System E(5): Anchor sheet mechanically fastened to deck, membrane adhered.
Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end
lap mechanically fastened to deck with approved annular ringshank nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall
only be mechanically fastened to wood deck. Direct adhesion to wood deck
not permitted in the HVHZ. Do Not Remove Release Film
Membrane: One or mote plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap.
Place the first course of membrane parallel to the eave, rolling the membrane to
obtain maximum contact with base sheet. Remove the release liner as the
membrane is applied. Vertical strapping of the roof with Tamko SA Cap
underlayment is acceptable.
When used in Tile roof systems the capsheet shall be back nailed to deck with
approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side
laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed
Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved
Roofing Assemblies where an ASTM D 6164 membrane is allowed.
NOA No.: 12-0406.07
Expiration Date: 07/05/17
Approval Date: 06/21/12
Page 5 of 6
GENERAL LIMITATIONS:
I . Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code. Tamko Underlayments shall be installed in strict
compliance with applicable Building Codes.
3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. Deck shall be fastened in strict compliance with applicable Building Codes.
4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system
but may be applied over an approved roofing Base/Anchor sheet underlayment.
5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base &
Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application.
6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for
longer than 180 days of application.
7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12
for flat tile installation and 6:12 profiled tiles with lugs.
8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall
be 4:12 for flat tile installation and 4:12 profiled tiles with lugs.
9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this
product with specific prepared roofing products.
10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above)
is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum
and to avoid dropping of tile directly on the underlayment.
11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance
listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. if
Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction
AHJ) or the Miami -Dade County Product Control Department for approval provided that
appropriate documentation is provided to detail compatibility of the products, wind uplift resistance,
and fire testing results.
12. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
13. When applying the membrane in the valley, start at the low point and work to the high point, rolling
the membrane from the center outward in both directions. For ridge applications, center the
membrane and roll from the center outward in both directions.
14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100%
contact with the base sheet, giving special attention to overlap areas.
15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
Product Control Notice of Acceptance and applicable Building Code.
16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment.
The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A
second layer of the same Tamko Underlayment shall be applied over the taped underlayment.
17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's
name or logo, city, state and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
rm" QADE Cpury rr
END OF THIS ACCEPTANCE
NOA No.: 12-0406.07
CMIUAPPROVED Expiration Date: 07/05/17
Approval Date: 06/21/12
Page 6 of 6