1404 Travertine Tr - BR18-003059 - Door Replacementy:... : CITY OF SANFORD
FIRE PREVENTION
JUL 12 2018
BUILDIN
PERMIT APPLICATION
Application No: 18 - 30 59
Documented Construction Value: $ 9,327
Job Address: 1404 TRAVERTINE TER SANFORD, FL 32771 Historic District: Yes No
Parcel ID: 33-19-30-520-0000-0950
Type of Work: New Addition Alteration
Residential commercial
Repair Demo Change of Use Move
Description of Work: REPLACE 1 DOOR SIZE FOR SIZE
Plan Review Contact Person: Tth UMa SY Title: ,ptkw4 +e&l
Phone: Fax: Email: Tr, - O M& 9YQ CPe tTe / r n+
Q
Property Owner Information
Name jC (,/1'U S • /- Phone:
Street: 1404 TRAVERTINE TER Resident of property? W.
City, State Zip: SANFORD, FL 32771
Contractor Information
Name JARED MELLICK/RENEWAL BY ANDERSEN OF CF Phone: 407-8034723
Street: 5655 CARDER RD Fax:
City, State Zip: ORLANDO, FL 32810 State License No.: CGC1524135
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51D Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your pen -nit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done mmplian.5 with all applicable laws regulating construction and zoning.
MEMBER
Print Owner/Agent's Name
Signature of Nota - late of Florida Date
Signature f Con-tractor/Agent to
LA eU 1 (AV
Print Contractor/Agent's Name
Signature o o State of Florida
Dustin Lindsey t EL:ati
Bernard
26t
NOTARY PUBLIC
NOTARY PUBLIC STATE OF FLORIDA
STATE OF FLORIDA Comrr* GG225701
Comm# GG225713iOwner/A$r&q*k plpwn to Me or Contractor/Agent is son iFMA Kle or
Produced 1D ype of ID FI- DL Produced ID Type of ID
Rid-T17-594%1 o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes[] No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING: 47 1.31 tt
Revised: June 30, 2015 Permit Application
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 0-j 9//?r
I hereby name and appoint: Th cy M.ya 4 Z Vs ! wrzl
an agent of:
Name
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):
ET- The specific permit and application for work located at:
i Doti 1 ravP r -nr e. -1er-en+i„-a ELL c- i i/
Street Address)
Expiration Date for This Limited Power of Attorney: to SOL O
p
License Holder Name: -Twe- d P ea t I Q, L,
State License Number: C -r-G 1'S "&
Signature of Li
STATE OF FL
COUNTY OF
The regoing instrument was acknow edged before me this day of !
200, by iM 1''C.0 _ M l7/ who is ersonally known
to me or o who has produced
identification and who did
Notary Seal)
Ebony Bernard
NOTARY PUBLIC
STATE OF FLORIDA
Commie GG225701
s a Expires 6/6/2022
Rev. 08.12)
Notary Public - State of
Commission No.
My Commission Expires:
as
Renewal
byAndersen.
X...
Agreement Document and Payment Terms
dba: Renewal By Andersen of Central Florida Tami Ritter
Legal Name: Universal Roofing Group inc.
CGC1524135
997 West Kennedy blvd. Suite A18 I Orlando, FL 32810
Phone 407-803-4723 1 Fax. I Customerservice®rbafla.com
1404 Travertine Terr
Sanford, FL 32771
C.4073141015
Buyer(s) Name: Tami Ritter Contract Date: 06/11/18
Buyer(s) Street Address: 1404 Travertine Terr, Sanford, FL 32771
Primary Telephone Number: Secondary Telephone Number: 4073141015
Primary Email: tamiri"er@bellsouth.net Secondary Email:
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group inc. d/b/a Renewal By
Andersen of Central Florida ("Contractor"), in accordance with the terms and conditions described in this Agreement Document and
Payment Terms, any documents listed in the Table of Contents, and any other document attached to this Agreement Document, the terms
of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement'). Buyer(s) hereby agrees to sign
a completion certificate after Contractor has completed all work under this Agreement.
Total Job Amount: S9,327 By signing this Agreement, you acknowledge that the Balance Due, and the Amount
Financed must be made by personal check, bank check, credit card, or cash.
Deposit Received: $3,108
Balance Due: S6,219 Estimated Start: Estimated Completion:
Amount Financed: SO
8-9 weeks 2-3 days
Method of Payment: Cash/Check We schedule installations based on the date of the signed contract and secondarily on
the date in which we complete the technical measurements. The installation date that
we are providing at this time is only an estimate. We will communicate an official date
and time at a later date. Rain and exrreme weather are the most common causes for
delay.
Notes: See HOA sheet for payment details.
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be
valid without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this
Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including
the two attached Notices of Cancellation, on the date first wrirten above and 2) was orally informed of Buyer's right to cancel this
Agreement.
NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the rime you sign.
YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT
OF 06/14/2018 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,
WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN
EXPLANATION OF THIS RIGHT.
Legal Name: Universal Roofing Group inc.
dba: Renewal By Andersen of Central Florida Buyer(s)
61. 4,)Lvq
Signature of Sales Person Signature Signature
Dennis Braden Tami Ritter
Print Name of Sales Person Print Name Print Name
UPDATED 06/11/18 Page 2 / 14
7/2/2018 SCPA Parcel View: 33-19-30-520-0000-0950
cmi roperty Record Card
Parcel: 33-19-30-520-0000-0950
nwn Fuonm i Property Address: 1404 TRAVERTINE TER SANFORD, FL 32771
Information
33-19-30-520-0000-0
tParcelMO
9 ,
9 Seminole County GIS
950
Owner(s) RITTER, TAMI S
Properly Address 1404 TRAVERTINE TER SANFORD, FL 32771
Mailing 1404 TRAVERTINE TER SANFORD, FL 32771-
Subdivision Name GREYSTONE PHASE 1
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions 100-HOMESTEAD(2017)
Legal Description
LOT 95
GREYSTONE PHASE 1
PB 65 PGS 75 - 82
Taxes
Value Summary
2018 Working
I Values 12017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings
Depreciated Bldg Value
1
137,936 —
1
123,523
Depreciated EXFT Value
Land Value (Market) 37,000 33,000
Land Value Ag
Just/Markel Value " 174,936 156,523
Portability Adj
Save Our Homes Adj 31,276
15,818
Amendment 1 Adj 0
P&G Adj 0 0
Assessed Value 143,660 140,705
Tax Amount without SOH: ;2,192.58
2017 Tax Bill Amount $1,891.39
Tax Estimator
Save Our Homes Savings: $301.19
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 143,660 50,000 93,660
Schools 143,660 25,000 118,660
City Sanford 143,660 50,000 93,660
SJWM(Samt Johns Water Management)— 143,660 -- 50,000 , 93,660
County Bonds 143,660 ; 50,000 93,660
Sales
F* ootapar.ltJe sabs j
Description Description Date Book Page Amount Qualified vac/ImpWARRANTYDEED8/1/2016 08750 0780 193,000 Yes Improved
WARRANTY DEED 11/1/2014 08375 1044 179,000 Yes Improved
SPECIAL WARRANTY DEED 6/1/2010 704031746137,900 No Improved
CERTIFICATE OF TITLE 4/1/2010 — 07361 ` 0687 — 100 No Improved
SPECIAL WARRANTY DEED 12/1/2005 06074 1620 290,700 Yes Improved
WARRANTY DEED 5/1/2005 05757 1251 752,500 No Vacant
Building Information
http://part:eldetail.scpa0.org/ParcelDetaillnfo.aspx?PID=33193052000000950 1/2
THIS INSTRUMENT PREPARED BY: ICY
Name: Ebony Bemard
Address: 5655 Carder Rd.
Orlando, FL. 32810
NOTICE OF COMMENCEMENT
Permit Number.
I'I:I_L'Y; S[Pill'IOLC GOLII'!TYGRtli'IT
l"LERK. OF CTRWIT C:OLIRT & COMPTROLLER
OY. ?17i P3 300 (iF'3s)
CLERK'S Y 2018079927
RECORDED 07/12/018 113 31:061 fill
RECORDING, F*EES $10.0 i
F'-0RJED BY hdevore
Parcel ID Number. 33-19-30-520-0000-0950
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 PROPERTY: (Legal description of the property and street address if available)
2. GENERAL DESCRIPTION OF IMPROVEMENT: -
REPLACE 1 DOOR SIZE TO SIZE
3. OWNER INFORMATION 911'LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and addressJr Tam I o:77L A42/> - 1404 TRAVERTINE TER SANFORD, FL 32771 Interest
in property: OWNER Fee
Simple Title Holder (if other than owner listed above) Name: Address:
4.
CONTRACTOR: Name: Jared Mellick/ Renewal by Andersen of CFL Phone Number. 407-803-4723 j
Address: 5655 Carder Rd., Orlando, FL. 32810 6.
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:
In
addition, Owner designates of to
receive a copy of the Uenor'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 V.N;ORK. OR REC.ORDINrY.O-IJRNOTICEOF COMMENCEMENT. 4c"
lV 7Z0IIgnelure
of r orLe or Owners orLessee's (Print Nerve and Provide Signetory's Tidalomoe) Augarized oerlDiredaartsNanager) State of
Ro A County of SC'•r ro l e- 1The
foregoingInstrumentwasacknowledgedbeforemethisa(5) day of J AG 20 ) by 'rn / `
T -el' Who Is personally known to me 0 OR Name orpersonnitstatemsMwhohas
roduced Identification UL '' 7 $ p typeofIdentificationproduced: tP& Dustin
Lindsey ex ETARYPUBUCoS
ATE OF FLORIDA CERTIFIED COmntfe GG225713
CLERK OF THE CIRCUIT COURT + t 0
Cf7Mpt All,Expires 6/6/2022 S MII E UN , FLORIDAnja d ULDEPUTYCLERKhats-
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
nSANFORDPermit # #
1 8- 3 0 5 9
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding w 2. E &( ,
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed REM I D MVI 1
AwningA PERMIT ISSUED SHALL BE CONCI TRUED TO BE A
Pass Through PLANS EXAMINER
Projected ASIDE ANY OF THE PROVISIONS Or THE TECHNICAL
Mullions T
Wind Breaker REQUIRING A CORRECTION OF ER ORS IN PLANS,
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Sigm
Applicant's Name l J uyC,dt kid
Please Print)
June 2014
Renewal Order SummarybyAnderserL
dbu RENEWAL BY ANDERSEN OF CENTRAL. FLORMA TAW RITTER
W, Legal Name: Universal Roofing Group, inc. 1 License p CGC 1524135 1404 Travertine Terr
i 997 west Kennedy bled I Orlando, FL 32810 Sanford, FL 32771
wr se... •c rc. Phone. 407.803.4723 1 Fax: 407.386-8262 1 customerserviceOrbafla.com
H: I C- 4073141015MeasureTech: Dennis Braden, (407)415.8877
JOB
101 Family room 72 " 95.5" Patio Door: Gliding, 200 Series Perma-Shield, 2 Panel, Stationary / Active,
Exterior White, Interior White Glass: All Sash: Tempered High Perf. SmartSun
Glass, No Pattern Hardware: Anvers®, Satin Nickel, Auxiliary Foot Lock Color
Matched Screen: Gliding Grille Style: No Grilles Misc: None
Construction: None Materials: None
102 Entry Misc: Misc - *Add New, Provia door36"x80" Construction: None
Materials: None
tt Room Field Misc: Misc - Permit and disposal, Construction: None Materials: None
PRODUCTS: 3 WINDOWS: 0 PATIO DOORS: 1 SPECIALTY: 0 MISC: 2 Updated6/rr/r8
Estimated Duration:
FRONT I.-- -- - - I
UNIT NOTES
06/11/18 Page 2 / 8
Renewal Itemized Order Receipt
byJ"eiserl' dba: Renewal By Andersen of CenvaJ Florida Tami Ritter
Leoal Name. Universal Roof no Group inc 1404 Travenine Teri
CGC1524135 Sanford, FL 32771
w oow •c .ccrcrt 997 West Kennedy blvd. Suile A18 I Orlando, Ft 32810 C• 4073141015
Phone: 407-803-4723 1 Fax I CusiomerserviceOrbaila com
1* Room Field 0 W
0H
101 Family room V1/
95
Misc: Misc - Permit and disposal,
Patio Door: Gliding, 200 Series Perma-Shield, 2 Panel,
11/
Stalionary / A ,ive, Exterior White, Interior White, Glass: All
Sash Tempered High Pere. SmariSun Glass, No 'Pattern,
Hardware: Anvers®, a n Nickel, Auxiliary Foot Lock Color
Matched, Screen: Gliding, Grille Style: No Grilles, Misc: None
102 Entry 0 W Misc: Misc - 'Add New, Provia door36"x80"
0H
WINDOWS: 0 PATIO DOORS: 1 SPECIALTY: 0 MISC: 2 TOTAL S9,327
rl! ., I 2 `l ILi
CIS
Renewal byAnderJrn is committed to our customers'safety by
complying with rbe rules and lead -safe work practices specified by rbe EPA
UPDATED: 06/11/18 Page 3 / 14
7/2/2018 Florida Building Code Online
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Product Approval Menu > Product or Agpbcauon Search > 9gpbcati2n List > Application Detail
FL # FL14429-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Andersen Corporation
Address/Phone/Email 100 Fourth Avenue North
Bayport, MN 55003
651) 264- 5308
alan.barstad@AndersenCorp.com
Authorized Signature Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Alan Barstad
Address/Phone/Email 100 Fourth Avenue North
Bayport, MN 55003
651)264-5308
abarstad@andersencorp.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL14429 R6 COl CO) Andersen SS 2015-08-31.pjf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2002 '.
ASTM E 1886 2005
ASTM E 1996 2012
ASTM E 1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
http.//floridabuilding.org/pr/pr_app_dg.a.spx?param=wGEVXOwIDq uiKNpeAsu%2bZPP3j %2ba4esDUpCg99bjsFkZi4GyBiT alga/o3da/`3d 113
7/2/2018 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
C
Product Approval Method Method 1 Option D
Date Submitted 10/21/2017
Date Validated 10/21/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL it Model, Number or Name I Description
114429.1 100 Series Gliding Patio Doors
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14429 R6 I1 AWD120 SS 2017-10.20.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 473778
Impact Resistant: No I Created by Independent Third Party: Yes
Design Pressure: +30/-30 I Evaluation Reports
Other: Refer to pressure tables on drawing AWD120 (Note: All FL14429 R6 AE PER4968 SS 2017.10-20.pAf
pressures meet water infiltration requirements) Created by Independent Third Party- Yes
i
14429.2 1200 Series Narroline Gliding Patio Door
Limits of Use I Installation Instructions
Approved for use in HVHZ: No I FL14429 R6 II AWD112 SS 2017-10.20.ofApprovedforuseoutsideHVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Refer to pressure tables on drawing AWD112 (Note: All FL14429 R6 AE PERS174 SS 2017-10-20.pof
pressures meet wat& infiltration requirements) Created by Independent Third Party: Yes
i
14429.3 200 Series Perma-Shield I Gliding Patio Doors
emits of Use Installation Instructions
Approved for use in HVHZ: No FL14429 R6 11 AWD191 SS 2017-10.20.pAf
Approved for use outside HVHZ: Yes Verified By- Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Refer to pressure tables on drawing AWD191 (Note: All FL14429 R6 AE PER5175 SS 2017-10-20.0—f
pressures meet water infiltration requirements) Created by Independent Third Party: Yes
i
114429.4 400 Series I Frenchwood Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14429 R6 II AWD117 SS 2017-10-20.pf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 473778
Impact Resistant: No _ Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Refer to pressure tables on drawing AWD117 (Note: All FL14429 R6 AE PER4965 SS 2017-10.20.pAf
pressures meet water infiltration requirements) Created by Independent Third Party- Yes
14429.5 A Series FWGPD I Gliding Patio Doors
Limits of Use Installation instructions
Approved for use in HVHZ: Yes FL14429 R6 I1 AWD118 SS 2017.10-20.of
Approved for use outside HVHZ: Yes I Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Refer to pressure tables on drawing AWD118 (Note: All FL14429 R6 AE PER4966 SS 2017-10-20.12df
pressures meet water infiltration requirements). Plastic Material Created by Independent Third Party: Yes
Certification of laminated glazing interlayers are listed under
current Miami -Dade NOAs.
i
14429.6 A Series FWGPD DP Upgrade Gliding Patio Doors
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14429 R6 II AWD119 SS 2017-10-20.&ff
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
http://floridabuilding.org/prlpr_app dd.aspx?param=wGEVXQvADquiKNpeAsu%2bZPP3j%2ba4esDUpCg99b)sFkZi4GyBiTrjlg%3d%3d 2/3
ANDERSEN CORPORATION
200 SERIES PERMA-SHIELD GLIDING PATIO DOOR
INSTALLATION NOTES' NON -IMPACT
1. ONE (11 INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED
2. 111E NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BEUSED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF ! 1/2 INCH OF THE DEPICTED LOCATION INTHE
ANCHOR LAYOUT DETAIL (I.E . WIFNOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
A. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK OR FRAMING
USE KIG WO00 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112
INCH MINIMUM EMBEDMENT INTO W000 SUBSTRATE AND
MAINTAIN MINIMUM 3/4" EDGE DISTANCE
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS OESIGNEO AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDINGCODE (FOCI, EXCLUDING HWIZ ANDHAS BEEN
EVALUATED ACCOR001 O T E FOLLOWING'
AAMA/WOMA/CSA 101/1S 2/A440.08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, ZX AND METAL STUD FRAMING AS
A MAIN WINO FORCE RESISTING SYSTEMCAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIEDPRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE
PROJECT OF INSTALLATION.
S THROUGH FRAME' FOR INS TALLATION THROUGH IX BUCK TO
CONCRETE MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, 3 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND
USE YIF" IFW MPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/A ANCHORED f0 PROPERLY TRANSFER All LOA05 TO THE
INCH MINIMUM EMBEDMENT AND MAINTAIN MINIMUM Z" EOGE FIT0.UCTVRE BUCK DESIGN AND INSTALLATION IS THESRUC
DISTANCE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF
RECORO FOR THE PROJECT OF INSTALLATION
10. THROUGH FRAME' FORINSTALLATION INTO METAL SUBSTRATES a. THE INSTALLATION DETAILS DESCRIBED HEREIN AREUSESCREWSOFORHREAGENERICANDMAYNOTREFLECTACTUALCONDITIONS FORSMINIIIGRADESTHTOACHIEVILUNGESUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMASPECIFICSITE. IF SITE CONDITIONS CAUSE INSTAI LATIONPENETRATIONMETALFRAMESUBSTRATEANDMAINTAINTODEVIATEFROMTHEREQUIREMENTSDETAILEDHEREIN, MINIMUMMINIMUM 3/A' EDGE DISTANCE. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT
It.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK 5 APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TOVENEER, AND SITTING. PROTECT THIS PRODUCT INAREAS REQUIRING IMPACT
12 INSTALLATION ANCHORS ANDASSOCIATED HARDWARE MUST BE RESISTANCE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 6 DOOR MATERIAL: WO00 AND VINYLCORROSIONRESISTANTCOATING.
13. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANVFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
IS INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. W000 • MINIMUM SPECIFIC GRAVITY OF 0.55.
B CONCRETE •MINIMUM COMPRESSIVE STRENGTH OF 3000 P51.
C. MASONRY, STRENGTH CONFORMANCE TO ASTM C•90 MIN
BLOCK COMPRESSIVE STRENGTH 2O00 PSI.
D. STEEL • MINIMUM YIELD SIRENGHI OF33 KSI MINIMUM -
WALL THICKNESS OF 33 MILS (20 GAUGE). •
E ALUMINUM • MINIMUM 6063•TS ALLOY. MINIMUM WALL
THICKNESS OF 1/8'.
7. GLASS MEETS THE REQUIREMENTS OF ASTM EI300 GLASS
CHARTS SEE SHEETS FOR GLAZING DETAILS
B DESIGNATIONS -X- AND -0- STAND FOR THE FOLLOWING'
X: ACTIVE PANEL
0 STATIONARY PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM
DESIGN PRESSURE WILL BE ASSIGNED EQUAL TO NEXT
LARGER STANDARD SIZE
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I GENERAL AND INSTALLATION NOTES
2 ELEVATIONS A ANCHOA LAYOUTS
3 VERTICAL SECTIONS
A VERIICALSECIIONS A GLAZING DETAILS
5 HORIZONTAL SECTIONS '
6 SIOEUTE MULLIONS
DESIGN PRESSURE RATING
PRODUCT O A. SIZE CONFIGURATION DESIGN PRESSURE
MISSILE
IMPACT
RATING
PSGPOA300S IG SOK"X95 Y' 0 450/•450PSF
NOWIMPACTPSGPOBISOASIG96"X95Y XO 250/•ZSOPSF
PSGPO61611AS OPUP IG 96,x@I V" XO 400/400PSF
Andersen
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100 r0VAfn AYE,I,eIM
F.le0.T.,.n SSAO) 101F
Cl
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HO
i
p
79
3Ric, RO O1 06§' 1
O H I, as
a
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ap12
N Z
O Q
L7
6rra
REMARKSBY
GATE 119-od
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FL14429 DATE
10.
16.17 SCALE N
1:) I DWG R: AWD191 I
UNIT MAX
WIDTH 96 00"
PANEL MAX. ry O.L.O. MAX.
WIDTH 48 375"—II WIDTH-13.125"
UNIT PANEL
E GH I 0
MAX. MAX. MAX. N HEIGHT HEIGHT HEIGHT
95.50" 92.IS" 86 875"
10" N
CL
10" MAX
FROM CORNERS
12.5"
ELEVATION
RNERS I r 19 MAX, O
MA
X O
UNIT PANEL O.L.O
MAX, MAX MAX.
HEIGHT HEIGHT HEIGHT
9S SO" 92 2S" 86 875"
10" MAX. FROM
CORNERS
10" MAX.
FROM CORNERS
19" MAX. O.0
I
ANCHOR LAYOUT SET ENTIRE SILL IN BED OF
THROUGH FRAME STRUCTURAL SILICONE SEALANT,
INSTALLATION (
MIN THREE %" BEADS)
UNIT MAX — Andersen. WIDTH 50.375"
PANEL MAX.
WIDTH 48.375"
0 L.O MAX.
WIDTH 43 125"
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ELEVATION f ;;m..%•^e•^=.d::; .•
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FL14429
DATE: 10.16.17
DWG BY• CHK BY.
5M I HFN
SCALE: NTS
ANCHOR LAYOUT DWG.a: AWD191
THROUGH FRAME SHEET'
INSTALLATION
OF 7 /
010 WOOD SCREW
INSTALLATION ANCHOR
CONCRETE/ MASONRY
s BY OTHERSrSEALANTBETWEEN
CONCRETE/ MASONRY & 2x \
W000 BUCK BY OTHERS
ZX WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BETWEEN
FLANGE ANO 2% W000
PERIMETER SEALANT
BY OTHERS
OA
UNIT
HEIGIIT
T EXTERIOR
e
NOTE' FLANGE MAY BE TRIMMED/CUT
DOWN TO FIT WOOD BUCK OR REMOVED
FOR DIRECT TO MASONRY INSTAL AFION.
3/4" MIN EDGE
DISTANCE
1-1/2•• MIN.
r EMBEDMENT
L318" MAX.
SHIM SPACE
SEE GLAZING
DETAILS, SHEET 8
INTERIOR
q VERTICAL SECTION
3 HEAD-2X WOOD/CONCRETE/MASONRY
THROUGH FRAME
EXTERIOR INTERIOR E
SEE GLAZING
DETAILS
0 A. SHEET
UNIT
HEIGHT
SET SILL IN BED OF '
STRUCTURAL
SILICONE SEALANT ,
MIN THREE Y," BEADS)
CONCRETE/ MASONRY a
BY OTHERS
it C VERTICAL SECTION
l 3 SILL • CONCRETE
THROUGII FRAME
N10 WOOD SCREW
INSTALLATION ANCHOR
2% W000 FRAMING
R SHEATHING BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BETWEEN
FLANGE AND SUBSTRA I
PERIMETER SEALANT
8Y OTHERS
O.A
UNIT
HEIGHT
EXTERIOR
SEE GLAZING
DETAILS, SHEET 8
3/4" MIN EDGE
DISTANCE
1.1/2•• MIN.
EMBEDMENT
SHIM MAX.
SHIM SPACE
INTERIOR
g VERTICAL SECTION
3 HEAD - 2X WOOD FRAMING
THROUGH FRAME
INTERIOR I EXTERIOR INTERIOR
SEE GLAZING 0 p • SEE GLAZING
I
UNIT DETAILS, UNIT DETAILS,
HEIGHT SHEETS HEIGHT SHEET—
mww
SET SILL IN BED OF SET SILL IN BED OF
STRUCTURAL ..• STRUCTURAL ..
SILICONE SEALANT SILICONE SEALANT
MIN THREE. y" BEADS( (MIN THREE Y," BEADS)
EXTERIOR EXTERIOR
FINISH/BLOCKING/OECKING ' •"' FINISH/BLOCKING/DECKING •'
BY OTHERS BY OTHER$ SEE OP TABLE, SHEET 1, FOR
2X WOOD FRAMING 2X W000 FRAMING RATINGS REQUIRING OPUP SILL
8YOTIIERS VERTICAL SECTION
BYOTIIERS
E VERTICAL SECTIONDSTANDARDSILL - 2X WOOD 3 OPUP SILL - 2X WOOD
THROUGH FRAME THROUGHFRAME
Andersen
AM
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n1 (0111$- 5130 M(osll lM HFS
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FL14429
DAFE' 10.16.17
DWGM cHKHFN
SCALE. NTS
OWG.K: AWD191
SHEET.
3
Andersen
METAL STUD & SHEATHING
Am
FRAMING BY OTHERS
IT310SELF -DRILLING SCREW 4" MIN EO E IOOr1Alr1".VI Np 111
pvrMl, r." sslbravr/
INSTALLATION ANCHOR DISTANCE THREE THREADS Ivl "$0Ip slso f.auq 7/r s•Is
SEALANT BETWEEN MIN PENETRATION
FLANGE AND SUBSTRATE BEYOND METAL p Z ?
EXTERIOR FINISH W
BY OTHERS_
PERIMETER SEALANT S } b a s# BY OTHERS p G O
3/8" MAX. Il F IO
SHIM SPACE F d3 iWZj
3/4" O A. INSULATEDCIATEMPEREOGLASSUNITi
HEIGHT
INTERIOR
t i
EXTERIOR INTERIOR EXTERIOR REMARKS By DATE
SEE GLAZING
DETAILS, SHEET 8 3/4" GLASS
SITE
I I
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I
q VERTICAL SECTION `
4 HEAD • METAL SUBSTRATE
THROUGH FRAME DESICCANTSILICONE BACK BED 1/111111
ETASPACER GLAZING
DETAIL 1 i
N 7 NOTE.
GLASS THICKNESS $HALL EXTERIOR
INTERIOR COMPLY WITH ASTM E1300 O ^. T(T a 1REQUIREMENTS'• O •.9< OF SEEGLAZING— DETAILS,
SHEET B SS/ O.A.; ONAI UNIT
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10.16.17 A
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SILICONE SEALANT SCALE,
NTS MINTHREEVjBEADS) DWG.
n. AWD191 CONCRETE/MASONRY SHEET
8YOTHERSB
VERTICAL SECTION 4
SILL • CONCRETE THROUGH
FRAME OF
7
METALSTUO
FRAMING BY OTHERS
010 SELF -DRILLING SCREW
INSTALLATION ANCHOR
3/4" MIN.
EDGE DISTANCE
3 THREADS MIN.
PENETRATION BEYOND METAL
3/8" MA%.
SHIM SPACE
INTERIOR
SEE GLAZING
t DETAILS, SHEETS
SHEATHING
BY OTHERS
n
SEALANTBETWEEN
FLANGE AND SUBSTRATE EXTERIOR
EX FERIOR FINISH O ABYOTHERSUNITPERIMETERSEALANTNTIlBYOTHERSA
HORIZONTAL SECTION 5
IAMB - METAL STUD FRAME THROUGH
FRAME 3/
8" MAX. HIM
SPACE 1.
1/2" MIN. EMBEDMENT
2"
MIN EDGE DISTANCE
1 . ..,
I - 4;zITW
TAPCON INSTALLATION
ANCHOR CONCRETE/
MASONRY 8v
OTHERS SEALANT
BETWEEN J CONCRETE/
MASONRY & ZX WOOD
RUCK BY OTHERS IX
WOOD BUCK BY OTHERS (
OPTIONAL) SEALANT
BETWEEN FLANGE
AND SUBSTRATE UNIT F"- UNIT EXTERIOR
FINISH J..''.'.. WIDTH BY
OTHERS PERIMETEBYOTHERS
HORIZONTAL SECTION 5
IAMB - IX WOOD/CONCRETE/MASONRY THROUGH
FRAME INTERIOR
SEE
GLAZING DETAILS.
SHEET 8 EXTERIOR
INTERIOR
SEE
GLAZING _ DETAILS,
SHEET 8 EXTERIOR
I.
1/2" MIN. EMBEDMENT
SEALANT
BETWEEN 3/
8" MAX. CONCRETE/ MASONRY & ZX SHIM
SPACE WOOD BUCK BY OTHERS 3/
A•• MIN. EDGE
DISTANCE n10WOODSCREW
O
INSTALLATION ANCHOR 2X
WOOD BUCK BYOTHERS
0
If• SEALANT BETWEEN FLANGE
AND SUBSTRATE EXTERIOR
FINISH BY
OTHERS PERIMETER
SEALANT 0
A. BY OTHERS UNIT
WIDTH
g
HORIZONTAL SECTION S
IAMB - 2K WOOD RUCK THAD
Gil FRAME SEE
GLAZING DETAILS,
SrIEET 8 NNOTF,•
FLANGE MAY BE TRIMMEO/CUT DOWN
TO FIT 1% BUCK OR REMOVED TOR DIRECT
TO MASONRY INSTALLATION INTERIOR
EXTERIOR
p
HORIZONTAL SECTION S
INTF.RI OCK Andersen.
AA
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1pOHl N vS fgI11H Frfqf,u SS007•IOK fH:
If$H IN $ISO IM isso 6. S<TS Cl
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K• FL14429
DATE:
10.16.17 DWG.
BY: CHK. BY: SM
I HFN SCALE
NTS DWG
K• AWD191 15
OF
7
L - MULL
LENOTH
W - TRIBUTARY WIDTH (IN)
IN) 18.0 21.0 24.0 27.0 70.0 330 300 79.0 470 00 400 360
Soo 500 50.0 50.0 Soo Soo Soo Soo Soo Soo Soo 420
solo Soo 500 500 Soo 50.0 50.0 Soo 50.0 Soo Soo 400
Soo 50.0 50.0 50.0 Soo Soo Soo 50.0 Soo 500 Soo 040
Flo Son 50.0 500 S0.0 Soo s00 500 500 500 500 60.
0 Soo 500 500 Soo Soo 500 Soo 500 50.0 500 50.0 6.
0.0 50.0 Solo 0.0 o 500 Soo Soo 49.8 470 46.1 ae 0 77.
0 Soo Soo Soo SOP Soo 497 46.5 44.1 A72 408 392 70A
Soo 0.0 Solo 50.0 a e 445 41.0 396 37.7 JB 2 Je e 04.
0 Soo Soo Soo 47.5 436 e0.6700 359 Je 1 326 31.e 00.
0 Soo 1 50.0 e 7 eJ 7 401 372 34.6 329 J 1.7 29.7 2e.5 900
500 1 500 1 440 1 e00 1 772 Ne Jxx JOJ 20.7 273 261 NOTE:
11
MULLION CHART APPLIES TO MULLION ASSEMBLIES. SEE TYP. DETAIL A/9, WHEN USED TO MULL DOORS IN CONFIGURATIONS
SHOWN IN TYP. ELEVATION A AT RIGHT (2 PANEL XO ONLY), 21
DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF, 3)
MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175. 4)
DESIGN PRESSURE OF, ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE JAMB -TO -JAMB WOOD MULLION OR THE
INDIVIDUAL DOOR UNIT OF INSTALLATION, 5)
MULLION CHART ABOVE APPLIES TO MULLED ASSEMBLIES CONSISTING OF 200 SERIES PERMA-SHIELD GLIDING PATIO DOOR ACT-
STAT UNITS AND STAT UNITS. 6)
ADJACENT DOORS SHALL BE FASTENED TO THE ROUGH OPENING WITH ADDITIONAL ANCHORS IN ACCORDANCE WITH DETAILS
A/7 $ 8/7, SHEET 7. 200
SERIES PSGPO r
L
A
1--
W --I ELEVATION
A TRIBUTARY
WIDTH = W = (A-8)/2 INTERIOR
VINYL TRIM
STRIP 610X
1 5/8- SCREWS 15"
MAX O C., THROUGH
EA. IAMB 1'
OFFSET l 200 SERIES PSGPO STAT EXTERIOR
VINYL BEAD OF SILICONE TRIM
STRIP A
HORIZONTAL SECTION 6
PSGPO STAT -PSGPO Andersen
Am
I
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0: FL14429
DATE:
10.16.17 OWG.
BY: CHK. BY. SM
I HFN SCALE:
NTS OWG.
O: AWD191 6
7
r
MAX. 9- MAX. Andersen.
9"
3` MIN. O.C. 3" MIN. O C Am
IW IW.111 fV(IgYlll
e Mpel, Nn SSOeI IOIf
Fl1 (f3117H SISO /Y:If3117N YFS
p
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Z= z
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6 t7 TFY:it
THREE (3) INSTALLATION ANCHORS
z
W Z 0 j R
1HROUGH EA FRAME W O 7>m eD
200 SERIES vSGvO SEE SHEEF 1, INSTALLATION NOTES a,
5.OR 6 WHERE APPLICABLE H W /aa
200 SERIES PSGPO $TAT
C
REMARK$ 0Y OAIE
q EXTERIOR VIEW
7 MULLION ANCHOR DETAIL - HEAD
THROUGH FRAME -TYP
200SERIES
3" MIN O.C.
9^ MAX
SERIES PSGPO $TAT
TIIREE (3) INSTALLATION ANCHORS
THROUGH EA. FRAME
SEE SIIEET 1, INSTALLATION NOTES A.
5, OR 6 WHERE APPLICABLE
3" MIN O.C.
9" MAX. -
g EXTERIOR VIEW
7 MULLION ANCHOR DETAIL • SILL
THROUGH FRAME• TYP.
ne«w.pl w •••
s nnu.e o•.3.••
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FL M:
FL14429
DATE- 10.16.17
DWG. BY CHK BY.
SM I HFN
SCALE' NTS
owG. R, AW D 191
SHEET
7
OF 7 .
REQUIRED INSPECTION SEQUENCE
1Rpa I %- 2. ,<i
ftOtogr<G ftmt
I iInn Main Ins ection IIDescri tn®n
Tooter / Setback
Stemwall
Foundation / Form Board'Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing — Walls-
Sheathing— Roof
RoofDry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window- •
Final Screen.Room
Final Pool Screen Enclosure.
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single. Family - Residence
Final. Building Other
Adldleecsz
1 1[unn Inc. llns ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final -
wr-\'L'T T ..
1 ice .+.:. 4.•
lean Mar Iles ection )<Descri don
Mechanical Rough
Mechanical Final
Min max ftsipection IIDescen tflon
Gas Underground
Gas Rough
Gas Final
R EWS1EIID: June 2014