340 San Lanta Cir - BR18-002865 - RENOVATIONSCITY OF
Building &Fire Prevention DivisionORD _ UN 2 6 PERMIT APPLICA TION
FIRE OEPARTMEN7 Application No: O 6
Documented Construction Value: S 55,370
Job Address: 340 San Lanta Circle Sanford, FL 32771 Historic District: Yes No
Parcel ID: 31-19-31-505-0000-1110 Residential Commercial
Type of Work: New[] Addition Alteration Repair Demo Change of Use Move
Description of Work: Rehab-, new windows and exterior doors, Plumbing - new shower/tub/ hotwater heater
Electrical- replace all switches/outlets/fixtures. HVAC- switchout painting/drywall repairs
Plan Review Contact Person: pat lynch Title: Ares
Phone:407-227-7715 Fax:407-228-1338 Email•plynch7@cfl.rr.com`
Property Owner Information
Name Ella Jones
Street: 340 San Lanta cr
City, State Zip: Sanford, FL 32771
Name Pat Lynch Construction
Street: 909 Dennis ave
City, State zip: Orlando, FL 32807
Phone:
Resident of property? : owner
Contractor Information
Phone: 407-896-2776
Fax: 407-228-1338
State License No.: CGC043429
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE' RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit roust 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 ofapplication and the code in effect as of that date: 61° Edition (2017) Florida Building Code
Revised: January I, 2018 ' '
S q . 3S 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 ofthe requirements ofFlorida 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 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating constsutt o ano io -
Signature ofOwner/Agent Date ature of ni gent Date
W 1 aHrtU. • 1111PrintOwner/A entsName Print Contractor/Agent's Name \\\\\\%
yi
SQ(f
j5 ON XAj ••,y C`
Signature o 0 on = Fate • o_ Signe late ofFlorida ate
ar•
i4 BorArA : p
BL
40 >\.
Owner/Agent is ersonally Known to Contractor/Agent is Personallyto a or Produced
ID Produced ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building pf Electrical V Mechanical N Plumbing Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
SF 9-Zo•t:?, Revised:
January 1, 2018 Permit Application
l
Revision O
Response to Comments AUQ 0 201$
T I
Permit # —/.r//;//i'D Submittal Date
Project Address:
Contact:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
6 Jo
l
Ph: Z 7— -e-ell Fax: 7-ZZ
Email:
Trades encompassed in revision: General description of revision:
a (es
Building p s rH G v1' 3 /ai¢ -i
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
ROUTING INFORMATION
Approvals
0 Building 5"S' Z-0'(a
CITY OF
SkNF0RD
BUILDING DIVISION
PLAN REVIEW COMMENTS
Application Number: 18-2865 Date: 08.06.18
Project Description: Residential Alteration Contact Name: Pat Lynch
Job Address: 340 San Lanta Circle Contact Email: plynch7(a)cfl.rr.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plan sheets and/or
supplemental information as requester. Permit subnunals will not be accepted without two copies.
COMMENTS:
1. Two (2) copies of an exterior wall floor plan showing the location of each window & door that will be replaced.
FBC 107
2. Two (2) copies of Florida Product Approval and corresponding installation instructions for the windows and exterior doors.
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 ofthis jurisdiction.
Office meelinps wills the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
11111111111111111111111111111111 fill 1111
THIS INSTRUME PREPARED BY:
Name: v
Address: 7
NOTICE OF COMMENCEMENT
GRANT
CLERK, OFLCIRCUITIGOLEURTC UCTY
OMPTROLLERBK, 9159 P9 2 (1P9s) CLERK'S : 2018072294
RECORDED 06/25/201E 08:14:35 AllRECORDINGFEES $10.00
RECORDED BY hdevore
Permit Number.
Parcel ID Number — "
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 ofCommencement.
Fee Simple Title Holder (f other than owner listed above) Name:
S. SURETY (If applicable, a copy of the payment bond is attached): Name*
Address: Amount of Bond:
S. LENDER: Name: Phone Number.
Address:
T. Persons within the State of Florida Designated by Owner upon -whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number.
Address:
S. In addition, Owner designates Of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number.
9. Expiration 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 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
E -W VIZJ7 we-4
Signature o1Owner or lessee• or Owners or Lessees Prinr Name and OrovWs Signatory s Ttgd019ce)
Auftitted0fter ractor/PartnedManager)
State of Countyof -W The
foregoing instrument was acknowledged be re me by
U-pt Name
ofPerson makingNa' J
who
has produced identification 0 type of ide ": CERTIFCOPY
GPa1TMALOY, CLERK OF
iE CIRC SIT COURT 8oi`a' ANDOMPTRf ',%;,t`
ji ; T 9Tf111'`
SEMI'
OLEC' f FI , Il7:a I ALIC, r BY _ ;?
UiY
CLERK day of
24Z Wh rs
personally known to me OR Notary
6/19/2018 SCPA Parcel View: 31-19-31-505-0000-1110
o,.lo ianre,t rn PPr Record
R iPAPP
pady Card
Parcel: 31-19-31-505-0000-1110
scnavo toounnv ntx. I. I Property Address: 340 SAN LANTA CIR SANFORD, FL 32771 t
Parcel Information — -- .--- --- -- - - -.- -- -- -- — - —
Parcel 31-19-31505-00001110 - -- -- — — -
I '
Owner(s) JONES. ELLA L
Property Address 1340 SAN LANTA CIR SANFORD, FL 32771
Mailing 1340 SAN LANTA CIR SANFORD, FL 32771-2983 —
JSubdivisionName' SAN LANTA 3RD SEC j
Tax District St-SANFORD ,
I DOR Use Code 101SINGLE FAMILY
Exemptions 00-HOMESTEAD(1996)
WAO` -
75.12
47.46
O
h e-
nole County GIS.
Value Summary
Certified2018Working
I ValuesValues97Values
Valuation Method Cost/Market Cost/Market iNumberofBuildings
Depredated Bldg Value 68,130- 58,949
Depredated EXFT Value
Land Value (Market) 18,000 15,000
Land Value Ag
Js s Market Value -• - S86,130 73,949
Portability Adj --- -
Save Our Homes Adj • 28,150 17,162 I
Amendment 1 Adj 0
P&G Adj `$0 0 -1
Assessed Value - - 57,980 56,787 -
Tax Amount without SOH: $633.37 i
2017 Tax Bill Amount $520.63
Tax Estimator
Save Our Homes Savings: $112.74
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description - - - - - - - - - -
LOT 111
SAN LANTA 3RD SEC i
PS 13 PG 75
Taxes
ITaxingAuthorityAssessmentValue- Exempt values Taxable Value
County General Fund
Schools
57,980 32.980 25.000 +'
57,980 25.000 32.980 1jCitySanford57,980 - 32,980 25,000 fSJWM(Selnt Johns Water Management) 57,980 32,880
County Bonds - - 57'
25,0
980 32.980 . 25,000
Sales
IDescriptionDate Page Amount—TOualfiedWARRANTYDEED- - 3/1/1995 02900 1331$49,000 Yes
Vac/Imp=
Improved I1WARRANTYDEED7/1/1978 01178 - 049 -- - - $23,000 Yes Improved
Land--
Method Frontage I DeptA Units Units Price
LLOT 00- 1
Land Value0. 0 00 - - 18.000.00 $18,0OOD
Building Information
n__in : r c Cli k_Here. - - i
Description I Year Built F 8 i IAttuTectiveBath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendage1SINGLE1971IFAMILY
5 3 y5 : 1,050 1,477 1,270 BRICK+WOOD ' 68,130' $92,067
i
1 I COMBO Description Area
I UTILITY 99.00 Ihnp://Parceldetail.SCpafl.org/ParcelDetaillnfo.aspx?PID=31193150500001110
1/2
StA. INOL E COUNT)., l hIL TOC IR ISDIC-TICWA L
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:dil
I hereby nan
an agent of:
to be my lawful attomey-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.
Or '
The speck permit and application for work located at:
Street Address)
Expiration Date for This. Limited Power of Attorney:
License Holder N
State License Number. CT C 1 Z 17 6 I ' C SC I 7S'3c7
Signature of License Holder.
STATE OF FLORIDA
COUNTY OFC_ ,
The foregoing instrument was acknowledged before me this day of
20, by ('' who is persotrall now- o or
0 who has produced as identification
and who did (did not) take an oath.
ig atun; of NotarM Print or type No name
Notary Public - State of
Commission No.
My Commission Expires: 2
Board of County Commissioners WORK ORDER
SEMINOLE COUNTY FLORIDA Work Order Number: 6
Master Agreement No.: RFP-1294-17/TAD Dated: Auaust 9. 2017
Master Agreement Title: MSA for Community Services Residential HOME, SHIP. NSP. & CDBG Rehabilitations
Project Title: Rehab HOME Project at 340 San Lanta Circle, Sanford FL. 32771
Contractor: Pat Lynch Construction, LLC.
Address: 909 Dennis Avenue
Orlando FL 32802
ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION:
X] Scope of Services — Attachment "A" X] Fixed fee basis
X] Addenda — Attachment "B" Time basis -not -to -exceed
X] Bid/Pay Items— Attachment "C" Time basis -limitation of funds
X] Reconstruction Standards — Attachment "D" Retainage shall be withheld
TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially comp!eted as
described in subsection 14.13 of the General Conditions, within one hundred twenty (120) calendar 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 thirty (301 calendar 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: FIFTY FIVE THOUSAND THREE HUNDRED SEVENTY AND NO DOLLARS
001100 ($55,370.00)
IN W S WHEREOF a parties hereto have made and executed this Work Order on this Z—day of
20 for the purposes stated herein.
1
ATTEST/WITNESS:
By:
Secretary at )n
CORPORATE SEAL) Dat : J,
BOARD OF COUNTY COMMISSIONERS
SEMINOLE COUNTY, FLORIDA
WITNESSES:
By:
Prmra rznt AM") Diane Reed, Procurement Administrator
Prowrement Analyst)
03 # 811969
Date:
As authorized by Section 3.554 Seminole
County Administrative Code.
OM # of OC# 812004
Work Order —Contracts, Rev 11/14/11 Page 1 of 3
itCITY OF
SWORD
FIRE DEPARTMENT
Building & Fire Prevention Division
HVAC (NEWAND CHANGEOUT)
PERMIT GUIDELINES
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:
O Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
O Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
O Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
O 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.
O 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).
O Owner Builder Statement / Affidavit (if the owner is the applicant).
Must be signed in person at the Building Department)
O One (1) copy of equipment sizing calculations — for new construction installations:
o Residential - ACCA Manual J-2003 or other approved heating and cooling calculation
methodology.
o Commercial - ACCA Manual N-2005 or other approved heating and cooling calculation
methodology.
O Addition or alteration of duct work, including new construction installations, requires two (2) copies of a
floor plan (duct layout) showing the location of the ducts, the size of the ducts and the register sizes.
This will require a plan review
These guidelines were compiled to assist the applicant in preparing a HVA C change out permit application and
may not be complete. The applicant is required to meet all City ofSanford, state, andfederal code requirements.
Effective: August 1, 2017
RECORD COPY
U
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
PATE
SANFORD BUILDING DIV1 PION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
a LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Stt IErJ`EN;Tt SBcTtol.1S
9 Atz aS Szt..9 2.-E to SPEctto,J
1,
I
q\
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W
Attachment A"
COMMUNITY SERVICES DEPARTMENT SL;1,111\JC 1T_ COUNTY
COMMUNITY DEVELOPMENT DIVISION \ 7 ,"1 f
SCOPE OF WORK / REHAB ESTIMATE FOR:
340 SAN LANTA CIR-SANFORD, 32771
YEAR BUILT:1971
EXTERIOR WALL: CONC BLOCK
PARCEL NO. 31-19-31-505-0000-1110
THE SCOPE BELOW BRIEFLY DESCRIBES THE WORK TO BE PERFORMED AND SHALL MEET ALL
TECHNICAL SPECIFICATIONS AND REHABILITATION STANDARDS SET FORTH BY SEMINOLE COUNTY
COMMUNITY DEVELOPMENT DIVISION
Each Division of Work requested must include all labor,
material, overhead, profit, insurance, permits, variances, and
subcontractor cost associated with performing the work.
DIVISION 2 - EXTERIOR SURFACES: PRESSURE WASHING
2 00 Pressure Wash all exterior surfaces clean regardless of whether it is a painted surface body or not.
Driveways, sidewalks, porches, eves, soffits, carports etc.
Sub -total: $.00
DIVISION 2 EXTERIOR SURFACES: Wood work
Repair rotted sections of sidine on front and right side of home. Install hardie paneling over existing sidine
and paint. Remove and replace rotted section of soffit covering on roof with hardie board.
Sub -total: $.00
DIVISION 3 - OPENINGS AND PROTECTION: EXTERIOR DOORS AND FRAMES
3 00 Remove and replace all exterior doors. Two in front, right side, and closed in carport doors shall be six
6) panel pre -hung type, with no glass in these doors. Main entry door to include lever type lockset
nickel/satin finish), deadbolt and peephole. Doors to be keyed alike. Install new sliding glass door, must be
LOW E glass with white frame. Install vertical blinds for slider. Repair any exterior wood, plaster, or drywall
affected by this work as necessary.
Sub -total: $.00
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
Attachment A"
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
SL-i1-l wc L f Couiv7-Y
is '•'il .. \_+, , •, •I : u,
DIVISION 3 - OPENINGS AND PROTECTION: INTERIOR DOORS AND FRAMES
310 Remove and replace all interior doors (prehung) including bedroom, bathrooms, utility room, and AC air
handier door. Remove replace all closet doors with bi-folds or sliding pass through style. Include for all new
hardware and lever type privacy locksets (nickel/satin finish). Any resulting damage to walls or floors is to be
repaired to match adjacent areas in material and texture.
Sub -total: $.00
DIVISION 3 - OPENINGS AND PROTECTION: WINDOWS
3 20 Remove and replace in original size and location all windows. Windows shall be white vinyl framed,
single hung with LOW-E glass. All bathroom windows shall be obscure Blass. Each window shall receive a half
inch (W) thick marble or wood window sill. New sill must protrude past the interior wall finish by at least one
inch (1"). All windows are to receive 1" blinds. Windows inside closed in carport are not being changed.
Remove bars on windows and sliding Glass door and leave near shed for the homeowner. Windows shall
meet all current code requirements pertaining egress, hurricane wind born debris, accessibility and minimum
Energy Star Rated classifications. Contractor shall repair any damage to interior or exterior returns, walls or
floor resulting from this job.
Sub -total: $.00
DIVISION 4—FINISHES: FLOORING
4 00 Remove and replace all ceramic tile floors throughout home including kitchen, bathrooms, hallways,
bedrooms, and utility room.
Sub -total: $.00
DIVISION 4 — FINISHES: GENERAL DAMAGED AREAS
410 Repair any damaged drywall areas (gouges, holes, scrapes, nicks, cuts). Include removal of popcorn from
all ceilings repair as needed, and apply knock down. All baseboards are to be replaced.
Sub -total: $.00
DIVISION 4 FINISHES: Utility room/Enclosed carport
Repair sections of paneling where needed in utility room and paint. Enclosed carport is to only be painted.
Sub -total: $.00
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
Attachment A"
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
DIVISION 4 — FINISHES: PAINTING INTERIOR
4 20 All interior wall surfaces and ceilings to receive one (1) coat of primer and two (2) coats finish paint.
Color to be selected by Homeowner. Ceilings to be white
Sub -total: $.00
DIVISION 4 — FINISHES: PAINTING EXTERIOR
4 30 All exterior wood surfaces to receive one (1) coat of primer and two (2) coats finish paint. Color to be
selected by Homeowner.
Sub -total: $.00
DIVISION 5 — PLUMBING: WATER HEATER
510 Remove and discard the existing water heater and all related components. Provide and install a new,
Enemy efficient 40 gallon GAS water heater in existing laundry room location. Need to add 4"ventilation pipe
through exterior wall with wall cap.
Sub -total: $.00
DIVISION 5 — PLUMBING: DRAIN LINES
5 20 All drain -lines to be snaked -out before and after rehab of home. All drains must be working properly at
time of final inspection.
Sub -total: $.00
DIVISION S PLUMBING
Install new handle for rear hose bib.
Sub -total: $.00
DIVISION 5 — PLUMBING: BATHROOMS / MASTER BATH
5 30 Remove all plumbing fixtures. Remove shower surround and install %" hardie backer board with tile.
Replace toilet with HC toilet, replace vanity/sink, light fixture, medicine cabinet, and all plumbing accessories
including angle stops. Vanity top will be cultured marble with built in sink and overflow. Relocate light switch
and remove recessed towel rack to match adjacent walls. Add an exhaust fan for bathroom controlled by
switch.
Sub -total: $.00
DIVISION S — PLUMBING: BATHROOMS / HALL
5 40 Remove all plumbing fixtures including tub and tub surround. Replace tub surround with %" hardy
backer board and tile. Remove and replace toilet with HC toilet, replace light fixture, vanity/sink, medicine
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
Attachment A"
COMMUNITY SERVICES DEPARTMENT S%'i1,//PVul.f COCIlvl Y
COMMUNITY DEVELOPMENT DIVISION I;. \'•:t `"•< <
cabinet, and all plumbing accessories including angle stops. Vanity top will be cultured marble with built in
sink and overflow. Remove recessed towel rack and repair drywall to match adjacent walls. Add an exhaust
fan for bathroom controlled by switch.
Sub -total: $.00
DIVISION 6 — KITCHEN: APPLIANCES
6 00 Refrigerator shall be a minimum eighteen cubic feet (18 cu.ft.)
610 Range hood vent will be a recirculating type
6 20 Remove and replace a food waste disposal unit.
Appliances will be either white or black as selected by homeowner. Gas ranee stays
Sub -total: $.00
DIVISION 6 — KITCHEN:
6 00 Install a new Stainless steel double -basin 60 40 drop -in sink with a minimum 8" depth with retractable
spray nozzle fixture. Kitchen faucet will be a single lever Moen brand product equal to or better and meet
handicap approved requirements. Light fixture in kitchen stays. Any damage to existing cabinets or flooring
will be repaired
Sub -total: $.00
DIVISION 7 — HEATING, VENTILATING and AIR CONDITIONING:
7 00 Provide and install a new complete HVAC Heat Pump system of appropriate capacity to service this
residence. Unit must be a minimum 15.0 SEER rating. Replace all registers (grills) throughout house. Repair
or replace air handler platform with proper bracing, new plywood, and duct board. Install filter back grill. All
installations to be in strict compliance with all applicable codes and specifications. Repair any damage to
walls, ceilings or floors that may occur as a result of this installation. All repairs to match adjacent finished
areas.
Sub -total: $.00
DIVISION 7 CEILING FANS/LAMPS
710 Remove existing ceiling fans and replace with new combo fan/light fixtures.
Repair any wall or ceiling areas affected by this work to match adjacent finished surfaces.
Sub -total: $.00
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
Attachment A"
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
DIVISION 8 —ELECTRICAL:
Remove and replace weather head. Re -install cover on electric panel and clean up panel. Wires exiting
panel need to be incased in conduit (sleeved). Any wires exiting panel that aren't being used can be
deleted or run new. Repair any damages caused by performing work
Sub -total: S.00
DIVISION 8 — ELECTRICAL: INTERIOR/EXTERIOR WMINAIRES
8 00 Remove and replace all existing interior and exterior light fixtures throughout the home.
Repair any wall or ceiling areas affected by this work to match adjacent finished surfaces. Light fixture in
kitchen stays.
Sub -total: $.00
DIVISION 8 — ELECTRICAL: RECEPTACLES
810 Remove and replace all receptacle outlets, general lighting switches and faceplates throughout the
home. Install arc fault outlets if needed. Repair any damaged or distressed wiring. Bathrooms will need
added switch for exhaust fans.
Sub -total: $.00
DIVISION 8 — ELECTRICAL: GFCIs INTERIOR / EXTERIOR
8 20 Ensure that GFCI protected receptacles are adjacent to all wet areas in the kitchen and all bathrooms as
per Code. Install one (1) exterior GFCI protected receptacle with approved box, either by condenser or near
electrical panel.
Sub -total: $.00
DIVISION 8 — ELECTRICAL: SMOKE / CARBON MONOXIDE ALARMS
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
Attachment A"
COMMUNITY SERVICES DEPARTMENT
I
Sl::/\//ll\IQl_ t coul\a Y'
COMMUNITY DEVELOPMENT DIVISION
8 30 Provide and install new smoke / carbon monoxide alarm system for this house as required by Code.
Alarms to be hardwired, equipped with battery back-up, and interconnected.
Sub -total: $.00
LEAD -BASED PAINT: Year Built 2971
This home is a pre-1978 home. According to Federal requirements, Contractor will be
responsible for obtaining a Lead -Based Paint Inspection.
If work is over $25,000 :
Documentation of a risk assessment or an inspection that presumes there was lead
based paint
Notice of Lead hazard evaluation or presumption
Evidence of abatement activities by qualified workers
Clearance and notice of lead hazard reduction activities before re -occupancy
If needed, Contractor will be responsible for obtaining a Certified Asbestos Inspection if
asbestos is suspected during pre -bid walk-thru.
Allowance for 2 storage PODs. 3,000.00
GRAND TOTAL 1 $.00
of CW*
Construction Manager
Seminole BCC Scope of Work
Keith Welty/340 San Lanta Circle -Sanford, FL
Revised: May 10, 2018
7/11/2018' Florida Building Code Online
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FL # FL11136-117
Application Type Revision
Code Version 2017
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
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbcl@jeld-wen.com
Jason Kantola
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
TAS 202
TAS 203
YM
1994
1994
1994
Florida Licensed Professional Engineer or Architect
FL11136 R7 Equiv ASTM E84 Eguivalency Letter SS 2017-08-31.pAf
Product Approval Method Method 1 Option A
htip://www.floridabuilding.orglpr/pr appdtl.aspx?param=wGEVXQwtDgttaGsip3Gvui5HdIONaDpDipd9QRNWgEgAkNpKzvDC89%3d%3d 1/4
7/11/2018 , Florida Building Code Online
Date Submitted 10/26/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/08/2017
Summary of Products
FL !l I Model, Number or Name Description
11136.1 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Inswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011233-112.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2020
Design Pressure: +80/-80 Installation Instructions
Other: FL11136 R7 II DC9970-1 Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3389.p_ff
Created by Independent Third Party: Yes
11136.2 Contours Steel, Steel Edge 3'-0" x V-8", Opaque, Single Door, Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011233-112&ff
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2020
Design Pressure: +80/-80 Installation Instructions
Other: FL11136 R7 II DC9970 Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3390.Rdf
Created by Independent Third Party: Yes
11136.3 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Inswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011232-R2.p f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2020
Design Pressure: +61/-65 Installation Instructions
Other: FL11136 R7 II DC9970-1 Installation.odj
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3389.ad
Created by Independent Third Party: Yes
111136.4 1 Contours Steel, Steel Edge 1 3'-0" x 8'-0", Opaque, Single Door, Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL11136 R7 C CAC NI011232-R2.gdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2020
Design Pressure: +61/-65 Installation Instructions
Other: FL11136 R7 II DC9970 Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3390.p_df
Created by Independent Third Party: Yes
111136.5 1 Contours Steel, Steel Edge 1 3'-0" x 7'-0", Opaque, Single Door, Inswing I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011401-113.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
Design Pressure: +66/-66 Installation Instructions
Other: FL11136 R7 II A008267-FL Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399.pdf
Created by Independent Third Party: Yes
11136.6 1 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
3'-0" x 7'-0", Opaque, Single Door, Outswing
Certification Agency Certificate
FL11136 R7 C CAC NI011401.02-R3.odf
http://vwvw.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgttaGsip3Gvui5HdtONaDpDipd9QRNWgEgAkNpKzvDC89%3d%3d 214
7/11/2018 Florida Building Code Online
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
Design Pressure: +66/-66 Installation Instructions
Other: FL11136 R7 II A008267-FL Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399.Ddf
Created by Independent Third Party: Yes
11136.7 Contours Steel, Steel Edge 3'-0' x 7'-0", Opaque, Single Door, Inswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC N1011401.01-R3.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
Design Pressure: +47/-47 Installation Instructions
Other: FL11136 R7 II A008267-FL Installation.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399.Rdf
Created by Independent Third Party: Yes
11136.8 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011401.03-R3.12df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
Design Pressure: +47/-47 Installation Instructions
Other: FL11136 R7 II A008267-FL Installation, pSlf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399.12df
Created by Independent Third Party: Yes
11136.9 Contours Steel, Steel Edge 3'-0' x 7'-0", Opaque, Single Door, Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011573.03-116.2df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 04/30/2026
Design Pressure: +70/-70 Installation Instructions
Other: FL11136 R7 11 A009423 Installation.p d
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3400.p1Z
Created by Independent Third Party: Yes
11136.10 Contours Steel, Steel Edge 3'-0' x 8'-0", Opaque, Single Door, Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL11136 R7 C CAC N1011574.03-R6.12df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 04/30/2026
Design Pressure: +55/-55 Installation Instructions
Other: FL11136 R7 11 A009424 Installation.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3401.odf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824
I
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Product Approval Accepts:
EN
http://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgttaGslp3GvuiSHdtONaDpDipd9QRNWgEgAkNpKzvDC8g%3d%3d 3/4
JE ® Steel s
STEEL. STEEL EDGE DOOR
6'-r 6 0'•0' SINGLE INSWING OPAQUE IMPACT DOOR 0 fA
Y-1 7/4' Ow cc
MAX. FRAME WIDTH
coGENERALNOTESY-1 s/4' Ow , 3 wmrH ' (6h 1.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA MAX FRAME WIDTHF Z O J CURRENTBUILDINGCODEINCLUDING 'HIGH VELOCITY s' ow HURRICANEZONE' (HVHZ) REOUIREMENTS. 3, 0 rnoTM a LV 2.
WOOD BUCKS, BY BOTHERS, MUST BE ANCHORED PROPERLY IZ Y TOTRANSFERLOADSTOTHESTRUCTURE. 3.
PRODUCT ANCHORS SHALL H
AS
EMBEDMENT
AND
SPACED F AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT 10 BASE MATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. 4.
IMPACT RESISTANT SHUTTERS NOT REQUIRED.LU 5.
DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: lq Y d FOR
6'8' WOOD FRAMES - SEE TABLE SHEET 1 _ FOR
8'0' WOOD FRAMES - SEE TABLE SHEET 1 8.
THIS SYSTEM WAS TESTED FOR 2.86 LOS. WATER PRESSURE re ly ASPERASTM-E331. 7.
THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS C FOR '
HVH2'. l
27 i INSWING
IMPACT STEEL EDGE DOOR Common
Io e0 cams eadlbnsl 0 0 e o SCr $ 2 p DOOR
LEAF CONSTRUCTION: $ e" $ ^L„° W Foee
sheets: LW
24
go. (0.020') minimum thickness. Galvanized a S' V J Steel
A-525 commercial quality - AKDO per ASTM 620 with 1T g o
oe W Z Q 2 minimumaverageyieldstrengthFy.28,240 psi. W'nIX
IX
F 0Pere
de•ion• Expanded polystyrene with 1.0 to 1.25 lbs. u n density, by JELD-WEN. 1 t. J mO b
40W W2 Panel
Construction: Steel face sheets glued to expanded W ;s a polystyrene (
EPS). with steel top and bottom rails and steelstileswithawoodlockblockreinforcement. The ` hinge
stile contains a MDF board for added hinge support. j o Gy.2p O 1-CW'.1Frame
Conslruclian (Both Frame Types): The head jambs L71 e A and
aids tombs are mortised, butted and joined using (3) 7/8' x 2 wire stoples. An aluminum adjustable inswing threshold
woo uniti6zed of the sill. An optional aluminum ADA
threshold is available. 6'
8" SINGLE /NSA/NC UN/T (X) 4'0- S/NCLB /NSW/NC UNIT (X) o NND a TABLE
OF CONTENTS SCALE: 11Z' =f'-D' SCALE.- //Z' =f'-O" t SHT
IF DESCRIPTION L Q 1
IYPICA E ATI NS & GENERAL NOTES ALL DOOR MODELS ARE VIEWED I ZO VERTICRSCT10NhBOLLFROMTHEINTERIORSIOE3
NOR( SS S C110N5 I 4
ANCHORING ING0 '' 3 COMPONENTS >
r NOTE:
PRODUCT HAS NOT BEEN RATED FOR% N N O O N WATERINFILTRATION. IF AUTHORITY HAVING o o L.,JURISDICTIONREOUIRESTHATPRODUCTMEETSoonmDESIGN
PRESSURE RATING THIS REOUIREMENT, PRODUCT SHALL BE USED $ N ^ ^ ^ m o WHEN
INSTALLED AT LOCATION PROTECTED BY OVERHANG
S libi ill*, OVER (OH) RATIO WHERE
rutEil oattlutwm AIDE WATER aDUM00N o
o ^ o OH
L`Y H,,}0(F%ISb1.0 mmvna^O HERMES
F. NORERO DATE: 12 07 07 i4776OFLORIDAP.E. N0. 73778 fjNAI ; wLeAS NOTED 7 * =
M Or EAG 61.
Opsf-65.Opsf +61.Opsf S F r Emit. iwS. SAFFEL Z
ORN? DRaealc 110.: Digitally
signedby HermesF. Norero. P.E. ilcsS'•••••' erD G` •Aa0a OWLMe. DC9970-1 Reason:
I am approving this document Date.
15.04.10 W..10:29 -00 0p irrr fON11111E%I. WAM Ft. map s¢EIFOR 0.0mko. 1 J- IIEOIs1E.
10a IS m1>mm ISOIrNE1 lf B Not NEEDED 80.
Opsf-BO.Opsl +BO.Opsf-BO.Opsl
m
2 1/2" MIN,
c i EDGE DIST. 10
XX
i+t m 3/4" MIN. gorsmipilom OlciEDGEDIST. Y ^
LATCH JAMB Q 1 4 B 18 PONDEROSA FINGER J0UlIED PINE P
HINGE JAMB 0 1 4 4 B 18 PONEROSA FlNCER JOINTED PIN N
O 7 31 \_ . , . •p• 32 HEAD JAMB 1 1 4 4 6 1e PONDERSOA FlNCER JCN PIN NE m 0
InnN3231 3 4 PFH WOOD SCREW
WOOD I
HI TO DOOR Z 0 -J T+j3aFi11WOODSCREWWTIH1.50 MIN. EMB. INTO SUB-BUCI( d N
3 e 3106 2 PM WOOD . .
09ENT 1 1 4 INTO MASON W Y=
0 AOA EXT. ALUMWUM THRESHOLD MODEL 5063-15 M. Q Q r
1
INSwWG ADJUST tE 1HRESHOlO 1.25 • 4.36 -
Q, •^
SEE DETAIL A SEE DETAIL A COMPR THERSIMP LE ON ODS 630 -J
ON SHEET 5 t3 18
ON SHEET 5 13 t 8 12 s PM wood SDREw Y a
1 9 1 PFF1 WOOD SCREW
iACE SHEEP 24CA. .020 710t. MIN. CALVANRED STEELSITU
6 PFH WOOD
1 TOP RAIL 1.73 1.21 0.021 1HKt• `; 1 BOTTOM RA0. 1.73 1.21 0.021 1HK
26 20 SIDE SIRES 1.73 1.21 0.021 111K
r:. :.,
26 : :•.•+ WOOD LOCK BLOCK 1.67 3.0 18.75
16 16 K
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a 'per 6
4
D „ Q
2
pp pp EKPANDED POLYSTYRENE 1.0 to 1.25 ID. DEN BY JELO-WEN
CIO < p Q I N • 1 p O 2 KWIKSET 79AN SERIES LATCH h DEADBOLT 200 k 660
1 'O.1 C `;V '• a10 OI .. 1 1 ~•. •^. I 1 a KWIKSET TITAN SCR IES LATCH 6 DEADBOLT 700 - W J wC
v 1 .. t •.0.. rA vm LATCH SCREWS a 1 12 M wooD SCREW C C5 1... F
30 NOT USED LU
V ti 15 = 9_ V tE 3 1K MAK. COMPRESSION SHIM W O-> W
W_ W_ W W W 16 CA. 7 16 CROWN 2 LONG ST IW- 1 UO
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CONCRETES AVERTICALLE: 3" =1'-O" m u1 v n N Za
31 ` ; G N§ :? Q HERMES F. NORERO aye 12 07 07
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FLORIDA P.E. N0. 73778 SCAU AS NOTED
3/4" MIN. 7 2 1/2" MIN. = * *
r
m BY: EAG
EDGE DIST. EDGE DIST. g : v . ?TA/T OF o eNIL eY 5. SAFFEL
0*'" -'$i O,R1UP ."' 4- GRAW04 NO.:
9VERTICAL CROSS SArTION TYP 9 s'S10NAl E' 3"rAST 6waDO'siuo iLWI DC9970-1
2 WOOD FRARE INSTALLATION SCALE 3" =1'-O" 2 CONCRETE INSTALLATION SCALE' 3" =1'-0" 0 ,YYYTTT 111117LW. tt.oA IL 3=4 SNEET 2 a 5
37 3/4- MAX. FRAME WIDTH G10
36' MAX PANEL WIDTH 32
31
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21 25 26 1 C) 5 ED
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8/7/2018 Florida Building Code Online
usiness & Professional Regulationsly C r,
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Product Aooroval Menu > Product or Aooiication Search > ApoliWtion Ust > Application Detail
FL # FL26012
Application Type New
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified bythePOCand/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717)365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
d Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/05/2018
Date Validated 02/06/2018
Date Pending FBC Approval
http://www.floridabuilding.org/prIpr app 00.aspx?param=wGEVXQwtDgsH88r2%2fJKYUokQHKbl2T9%2fHJReS6QDv4VLDrLN%2fGEzKQ%3d%3d 1/3
8n/2018
Date Approved
Florida Building Code Online
02/10/2018
Summary of Products
FL # Model, Number or Name Description
26012.1 1615/1617 SGD 14096 w/Insulated Laminated Glass
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL26012 Ro C CAC AP (16613)H0o79.01-109-47-R1 1615-
Approved for use outside HVHZ: Yes 1617 SGD( 401722),pd
Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: +50/-50 04/17/2022
Other: LC-PG50 Installation Instructions
FL26012 RO 11 08-03131A.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL26012 RO AE 514040A 3131pd Created
by Independent Third Party: Yes 26012.
2 1615/1617 SGD 106x96 Insulated Glass Limits
of Use Certification Agency Certificate ApprovedforuseinHVHZ: No FL26012 RO C CAC APC(16245)AI-04220-A1 1615-1617 Approved
for use outside HVHZ: Yes SGD(050519),pdf Impact
Resistant: No Quality Assurance Contract Expiration Date Design
Pressure: +40/-40 05/05/2019 Other:
R-PG40 Installation Instructions FL26012
RO II 08-03132A.I?d Verified
By: Luis R. Lomas, PE PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL26012
RO AE 514041A 3 32.pd Created
by Independent Third Party. Yes 26012.
3 1615/1617 SGD 71x82 Insulated Laminated Glass Limits
of Use Certification Agency Certificate Approved
for use In HVHZ: No FL26012 RO C CAC APC(16465)AI-03810-V1-R3 1615-1617 Approved
for use outside HVHZ: Yes 5M(091520),pda ImpactResistant: No Quality Assurance Contract Expiration Date DesignPressure: 60/-60 09/15/2020 Other:
R-PG60 Installation Instructions FL26012
RO II 08-03129A odf Verified
By: Luis R. Lomas, PE PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL26012
RO AE 514038A 3129.odf Created
by Independent Third Party: Yes 26012.
4 1615/1617 SGD 187x80 Insulated Glass Limits
of Use Approvedlforuse in HVHZ: No Certification Agency Certificate FL26012
RO C CAC APC(16607)G7944.01-109-47-RO 1615- Approved
Ifor use outside HVHZ: Yes 1617 5GD(030922),p j ImpactResistant: No Quality Assurance Contract Expiration Date DesignPressure: +20/-20 03/09/2022 Other:
R-PG20 Installation Instructions FL26012
RO II 08-03133A.pdf Verified
By: Luis R. Lomas, PE PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL26012
RO AE 514042A 3133 odf Created
by Independent Third Party: Yes 26012.
5 I 1615/1617 SGD 144x96 Insulated Laminated Glass, Impact Limits
of Use Certification Agency Certificate ApprovedforuseinHVHZ: No FL26012 R0 C CAC APC(16612)H0079.02-109-47-R1 1615- Approved
for use outside HVHZ: Yes 1617 5GW041322),Rd ImpactResistant: Yes Quality Assurance Contract Expiration Date DesignPressure: +50/-50 04/13/2022 Other: LC-PG50, Missile Level D, Wind Zone 3 Installation Instructions FL26012
RO II 08-03127A odf Verified
By: Luis R. Lomas, PE PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL26012
RO AE 514036A 3127 edf Created
by Independent Third Party: Yes 26012.
E I 1615/1617 SGD 96x96 Insulated Glass Limits
of Use Certification Agency Certificate http:/
Avww.floridabuilding.org/pr/pr app dU.aspx?param--wGEVXQwtDgsH88r2%2fJKYUokQHKbl2T9%2fHjReS6QDv4VLDrLN%2fGEzKQ%3d%3d 2/3
8f7/2018 Florida Building Code Online
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: LC-PG50
FL26012 RO C CAC MI Windows - 1615-1617 Scan Ila Jan.
2 ILP- if
Quality Assurance Contract Expiration Date
03/23/2022
Installation Instructions
FL26012 RO II 08-03130A pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL26012 RO AE S14039A 3130 r,rlf
Created by Independent Third Party: Yes
Sic:: Next
Contact Us :: 2601 Blair Stone Road. Tbllahassee Fl. vovoo Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida :: Prhmcv Statement :: ArMslbility Statement :: Re
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, Please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublicTodetermineifyouarealicenseeunderChapter455, F.S., please click here .
Product Approval Accepts:
Tr. U RM ¢rxr MEN
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Safe
http://www.floridabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtDgsH88r2%2fJKYUokQHKb12T9%2fHJReS6QDv4VLDrLN%2fGEzKQ%3d%3d 3/3
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. IX 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. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT
EACH ANCHOR LOCATION 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 LOCATED, APPLIED AND MADE FROM MATERIALS AND 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 E1300-04/09, WITH SAFETY GLAZING.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 ELEVATION AND GLASS DETAIL
3 - 6 INSTALLATION DETAILS
REV I DESCRIPTION CATE I APPROVED
A I ADDED SILL INSTALLATIONS 01/11/18 1 R.L.
15.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON
TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 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. FOR ANCHORING THROUGH CLIP 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.
18. FOR ANCHORING THROUGH CLIP INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON
TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS.
19. FOR ANCHORING THROUGH CLIP INTO METAL STRUCTURE USE 18 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.
20. ALL FASTENERS TO BE CORROSION RESISTANT.
21. 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 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KS1 OR
ALUMINUM 6063-T5 FU=30KSI 060" THICK MINIMUM
22. APPROVED CONFIGURATIONS: XO, OX
SIGNED: 01/1112018
MI WINDOWS & DOORS LLC. uul rq
650 WEST REET
GRTZ,
MPAK17030ET J S`CEN,S
Z*• I0 5 *= SERIES 1615/1617 PVC SLIDING GLASS DOOR
NON -IMPACT XO o GaENOTESD • TAT OF
OAF 0R10P• DRAWN: OK NO. REV
OB 9 A
II aG`
LUIS R. Lomas P.E.
sulE NTS aTE 06/2-- 7 -ET 1 OF 6
L ROBERTO LOMAS P.E.
IIJ2WOWFORO RO LEWISVRLE, MC270M
p&U4804dm p,mm FL No.: 62514
81
1
FE
HE
4.. MW
V //a MAX FRAME WIDTH
r r--r 12" MAX O.C. -•
4 MAX
12"
MAX O.C.
7/8"
IAX XAMEQ
GHIGHi
L
4 MAX
C*
1
4" MAX
1) ANCHOR PER LOCATION
SEE CHART #1
FOR NUMBER
OF ANCHOR
LOCATIONS
REQUIRED
SERIES 161511617 PVC SLIDING GLASS DOOR NON -- IMPACT ANCHORSTOBEINSTATA SILLLLED
EXTERIOR VIEW THROUGH ANCHOR CLIPUPTOPANEL0ONFIOURA77ONSAREQUALIFIED
AS LONGASPANEL AREA DOESNOTEXCEED 19.3F77, SEENOTE 22
DESIGN PRESSURE RATING IMPACTRATING
t60.OPSF NONE
HARDWARE SCHEDULE
HANDLE (9748)
1 POINTMORTISE LOCKWITH KEEPER (9149)
2 POINT MORTISE LOCK WITH KEEPERS (9249)
ROLLERS (9732)
EEL REINFORCEMENT (9599) AT MEETING STILES
EEL REINFORCEMENT (9598) ATLOCKING STILES
REVISIONS
REV I OESCRIPTION 011E I APPROVED
A I ADOED SILL INSTALLATIONS 01/11/16 1 R.L.
NOTES:
1. MAXIMUM PANEL SIZE: 35 S18' x 779116'
2. MAXIMUM D.LO.: 293/16' x7171I6'
CHART a1
Numberofanchor locationsrequired
Fame
eight
in)
Fame Width n
36.00
H IS S Jamb
48.00
N d S Jamb
8100
H a S Jamb
1 70.88
H IS S Jamb
81.88 4 8 5 8 1 7 1 8 1 e 1 6
3 3/16"
1 i/8"
1/12' O®O o O 16"
T J_
L
1/4"
CLIP
GALVANIZED STEEL (.051- THICKJ
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 1615/1617 PVC SLIDING GLASS DOOR
NON — IMPACT XO
ELEVATION AND GLASS DETAIL
A.R. 1 08-03129
w'E NTS I-E 06/28/17 _S"Efl2 OF 6
L. ROBERTO COMMIS AE
14M WOWFOR0 REPLEWISVW, NC 27M
434.6664609 Nbm&S&b,Imsp&=m
SIGNED: 0111112018
A0;.4TAAT0 OF
01YA11 aG``
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
do APPROVED
SEALANT
EXTERIOR
BACKER ROD
do APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN
EDGE DISTANCE r
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 MIN
EMBEDMENT
1/4" MIN
SHIM SPACE
12 WOOD SCREW
INTERIOR
1 3/8" MIN
EMBEDMENT
1/2"
MIN
EDGE
DISTANCE
12 WOOD SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
RENSIONS
REV DESCRIPTION DATE APPROVED
A ADDED SILL INSTALLATIONS 01/11/18 R.L.
1/4" MINrSHIMSPACE
INTERIOR
EXTERIOR
BACKER ROD
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2XBUCKINSTALLATION
ANCHOR CLIP
d8 WOOD SCREW
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS
NOT SHOWN FOR CLARITY.
1 /4" MAX 2. PERIMETER ANDJOINTSEALANT BY OTHERS TO BE
SHIM SPACE DESIGNED WACCORDANCEWITHASTME2112
I SIGNED. 01/1112018
1 1/4" MIN MI WINDOWS & DOORS, LLC.
EMBEDMENT 650 WEST
0%II11I/a//
vJ SSP i GRATZ,
MPAKE7030REET
1/2" MIN
SERIES 1615/1617 PVC SLIDING GLASS DOOR
NON — IMPACT XO
f *• 0 5 * =
EDGE DISTANCE INSTALLATION DETAILS tROTATE OF'.,-`
oaAwN•
A.R.
owc No. aLv i'Fs;°[ORIO; GN'`. 08-03129 A
NTS O'1E 06/28/17 1SNEE13 OF 6
L ROBERTO LOMAS P.E.
14= MR700FORDROLEWISVILLE. AC 2MM LUIS R. Lomas P.E.
IJ481.0609 /0A1ataWmaw.00m FL No.: 62514
METAL
STRUCTURE
BY OTHERS
BACKER ROD
do APPROVED
SEALANT
BACKER ROO
APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
1/2" MIN
I EDGE DISTANCE r
1/4" MIN
SHIM SPACE
12 SMS OR
SELF DRILLIGN
SCREW
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATM
NCHOR CLIP
N8 SMS OR
SELF DRILLING
SCREW
1/4" MAX
I- SHIM SPACE
E1
1 /2" MIN
EDGE DISTANCE
I
1/2"
MIN
EDGE
DISTANC
1T
12 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
REVISIONS
REV DESCRIPTION DATE APPRMW
A I ADOEO SILL INSTALLATIONS 01/11/18 1 R.L.
1/4" MINrSHIMSPACE
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER ANDJOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE KIM ASTM E2112
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 1615/1617 PVC SLIDING GLASS DOOR
NON - IMPACT XO
INSTALLATION DETAILS
DRAW ONG NO.
A.R. 08-03129
slut NTS o+rE 06/28/17 —R4 OF 6
L ROSERTO LOMAS P.E.
T172 WOWFORD RO LEWISVIUS, AC DOPE
IJ -MO-0601 Abmaf®Obmavemm
ERIOR
RIOR
SIGNED: O1/1112018 vGENs'4s.i
oA.8126 •• * = A* TTAftT
irrE OF ;
P O0R1,0 G\
v\ LuisR. Lomas P.
E. FL No.: 62514
I. MIN
LEDGE DISTANCE
CONCRETE/ ,
MASONRY
BY OTHERS ••' ° °
1 1/4" MIN
EMBEDMENT
1
I
OPTIONAL 1X BUCK
SEE NOTES 3-7 1/a" MINSHEET1SHIMSPACE
0
O C3
BACKER R00
APPROVED
SEALANT 1/4" ELCO ULTRACON00f _ _ TAPCON
EXTERIOA INTERIOR
REV15WNs
REV OESCRIPNpn
A ADDEO SILL INSTALLATIONS
1 1/4" MIN 1/4 MIN
EMBEDMENT SHIM SPACE
I" v
MIN ,
EDGE
DISTANCE p
1/4" ELCO ULTRACON
TAPCON
v
CONCRETE/
MASONRY v
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7
SHEET 1
BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEMASONRYINSTALLATION
DATE I APPROVED
01/11/18 JR,L.
INTERIOR
EXTERIOR
UI I U I I ANCHOR CLIP
BACKER ROD 0 U1/4" ELCO ULTRACON NOTES: do
APPROVED TAPCON 1. INTERIOR ANDEXTERIOR FINISHES, BY OTHERS, SEALANT
DO NOT SHOWNFOR CL4RITY. p
O 2. PERIMETER ANDJOINT SEALANTBYOTHERSTO BEO
1/4_ MAX DESIGNED
IN ACCORDANCE WITH ASTM E2112 OPTIONAL
1X BUCK SIGNED: 17ill 1rh7113SEE NOTES
3-7 SHIM SPACE SHEET 1
MI WINDOWS & DOORS, LLC. 0111111111// 650 WEST
MARKET STREET \\\\S;Z'.:0 1j i GRATZ. PA
17030 `v .-pENs. 94p COMASONRY NCRETE/ ISERIES 1615
1617 PVC SLIDING GLASS DOOR * 0 HERS ° °• , ° 1 1/4" MIN / _ 9AT 6°EMBEDMENT NON —
IMPACT XO°i • INSTALLATIONDETAILS
rA. N:
OMO
NO. REV 'OF •'O4ORIQP• t" MIN
NTS°" O6/28/17 08L'S9 OF 6 A i
sjONA"EaG` VERTICAL CROSSSECTIONEDGEMINCONCRETEMASONRYINS
TALLATION
LROBERTOLOAUSP.ELuis R. Lomas P.E. 1432 WOODFORD ROLEWISVILLE. NC 270M4N-680FL No.:
62514 Os09 Nbmes b+bnw>ar.rnm Allk
BACKER ROD
Qc APPROVED
SEALANT
300 FRAMING
OR 2X BUCK
BY OTHERS'
BACKER ROD
APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
i
EXTERIOR
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
REVISIONS
REV OEWRIPRON DATE APPROVED
OPTIONAL SILL INSTALLATIONS A ADDEO SILL INSTALLATIONS 01/11/18 R.L.
12 WOOD SCREW
1/4" MAX
SHIM SPACE
4w MIN
EMBEDMENT
12 SMS OR
SELF DRILLING
SCREW
1/4- MAX
SHIM SPACE
BACKER ROD
k APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTES 3-7
SHEET 1
CONCRETE/
MASONRY
BY OTHERS
ICI 1 1!!J
1/4" ELCO ULTRACON
TAPCON
1. / U- r 1/4" MAX
L/r U SHIM SPACE
1 1/4" MIN
4. EMBEDMENT
E
1" MIN EDGE DISTANCE L
VERTICAL CROSS SECTION
CONCRETE MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERA
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE
DESIGNED IN ACCOROANCE WITH ASTME2112
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 1615/1617 PVC SLIDING GLASS DOOR
NON — IMPACT XO
INSTALLATION DETAILS
DRAWN: OWG N0.
A.R. 08-03129
x NTS WE06/28/17 1s"EEl6 OF 6
L. ROBERTO LOMAS AE
14-V w?ODFORO RD LEMWLLE MC 27M
4-u-s xos &vw*&ftnwfxcM
SIGNED: ow1P2we
0%11t 11L
GEN'?
TAT
5 ••*=
AQ OF • C
i'.• Lneltl•. ;14J
IIIIIIIT`'
Luls R. Lomas P.E.
FL No.: 62514
Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQ...
IL
11E
Business Professional Regulation,
BCIS Home log in : User Registration Hot Topics Submit Surcharge Stats & Facts PubrcatiDns FBC Stair SCIS Site Map Urft Search
bPr Product Approval
I: USER: Public User
I.QlKt9DR9Yd! MerJ1 > lio utt_grRap_k;it n - ar i > Arnim !9n Lst > Appaotlon Detall
FL # FL15217-R5
Application Type Revision
Code Version 2017
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
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)
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2018
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL15217 RS COI FLCOI.Pddf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/z.S.2/A440
ASTM E1886
ASTM E1996
ASTM E330
Year
2005
2008
2005
2005
2002
1 of 5 4/ 17/2018, 8:57 AM
r
Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?parwn=wGEVXQ...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date,Pending FBC Approval
Date Approved
Summary of Products
Go to Page 0
Method 1 Option D
12/31/2017
12/31/2017
01/04/2018
0 Page 1 / 2'
FL # i Model, Number or Name i Description
SERIES SS00 PVC SH TWIN NI CONTINUOUS HEAD AND SILL115217.1 I SERIES 5500 PVC SH
84x84
1 Limits of Use I Installation Instructions
I Approved for use in HVHZ: No FL15217 RS 11 08-0j9286.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R5 AE 512636A.odf
PRESSURE RATINGS. Created by Independent Third Party: YesL
15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84
i
Installation InstructionsLimitsofUse — —
Approved for use in HVHZ: No FL15217 R5 II 08-01927A.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS217 R5 AE 512625A.pdf
PRESSURE RATINGS. Created by Independent Third Party: Yes j
15217.3 i SERIES 5500 PVC SH SERIES 5500 PVC SH NI 48X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS217 R5 11 08-02719.pdf
Approved for use outside HVHZ: Yes I Verified By: Luis Roberto Lomas 62514ImpactResistant: No Created by Independent Third Party: Yes I
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
Evaluation Reports
FL15217 R5 AE 5135.0
PRESSURE RATINGS. _ — ---` —'1
j.
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM SH NI 44X841115217.4 SERIES GA 195 ALUMINUM SH —
Limits of Use Installation Instructions
i Approved for use in HVHZ: No I FLIS217 R5 II 08-00261E.p
Approved for use outside HVHZ: Yes FLIS217 R5 II 08-00262E.pdf
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A j Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS FL15217 R5 AE 510338C.pdf If
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM SH NJ 54X7215217.5 1 SERIES GA 195 ALUMINUM SH '
Limits of Use Installation Instructions
Approved for use in HVHZ:'No FL15217 R5 II 08-01331B.pddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 i
Impact Resistant: No I Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS217 RS AE 511943C.odf I
PRESSURE RATINGS Created by Independent Third Party: Yes
15217.6 1 SERIES GA 195 ALUMINUM SH SERIES GA 19S ALUMINUM SH NI 44X84
2 of 5 4/17/2018, 8:57 AM
Florida Building Code Online http://www. loridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ...
Limits of Use I Installation Instructions I
Approved for use in HVHZ: No FLIS217 R5 11 08.00265E.pdf I
Approved for use outside HVHZ: Yes FL15217 R5 11 08-00266E.Ddf iImpactResistant: No 1 Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes I
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation ReportsIPRESSURERATINGS. FL15217 R5 AE 510340D.Ddf !
Created by Independent Third Party: Yes
15217_7 1 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72
Y----
of Use Installation InstructionsiLimitsApprovedforuseinHVHZ: No FLIS217 R5 II 08-01217B.odf
i Approved for use outside HVHZ: Yes 1 1`1-15217 R5 11 08-01218B.pdf
Impact Resistant: No Verified By: Luis Roberto Lomas 62514 !
Design Pressure: N/A I Created by Independent Third Party: Yes
I Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. I FLIS217 R5 AE 511797C.Ddf
Created by Independent Third Party: Yes
115217.8 ! SERIES GA 195 ALUMINUM TRIPLE SERIES GA 295 ALUMINUM TRIPLE SH NI CONTINUOUS
SH HEAD AND SILL 108X72 NON IMPACT I
Limits of Use Installation Instructions
Approved for use In HVHZ: No I FL15217 RS_ 11 08-02247A.odf
Approved for use outside HVHZ: Yes i Verified By: LUIS ROBERTO LOMAS 62514
Impact Resistant: No IIi Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I FL15217 R5 AE 512967A.pdfI
PRESSURE RATINGS. ( Created by Independent Third Party: Yes
15217.9 SERIES GA 195 ALUMINUM TWIN ! SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD
SH ! AND SILL 88 1/8X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLI5217 R5 If 08-002 SD.pdf
Approved for use outside HVHZ: Yes FL15217 RS II 08-002 6D.pdf
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I Evaluation Reports
PRESSURE RATINGS. FL15217 RS AE 510335D.pdf
Creates Dy 1ncepenoent Two Party: Yes
7
15217.10 SERIES GA 195 ALUMINUM TWIN I SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD 1
SH ! AND SILL 105 3/8X71 !
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS.
1S217.11 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL15217 R5 11 08-00815D.odf
Approved for use outside HVHZ: Yes FLIS217 R5 11 08.0QQ1_6D pdf
Impact Resistant- No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FL15217 R5 AE 511360C,gdf
I Created by Independent Third Party: Yes
15217.12 1 SERIES GA 275 THERMALLY ' SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 55
I BROKEN ALUMINUM SH 11/8X90 5/8
r- - --- •------ —
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURERATINGS.---------
Installation Instructions
FLIS217 R5 11 08-00049D.pdf
E4153 5 1I -01kq_ -
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS217 R5 AE 510053D.p
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI
48X72
Installation Instructions t1
FLIS217 R5 Ii 08-02735.Ddf
1VerifiedBy: Luis Roberto Lomas 62514 !
1 Created by Independent Third Party: Yes
Evaluation Reports
FL15217 RS AE 511519.ndf i
Created by Independent Third Party: Yes
3 of 5 4/17/2018, 8:57 AM
Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ...
I
15217.13 I SERIES GA 275 THERMALLY f SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
i BROKEN ALUMINUM SH 1 48X84 J
Limits of Use ------------ -' .r. i Installation Instructions I
Approved for use in HVHZ: No FL15217 R5 11 08-02715.pdf
Approved for use outside HVHZ: Yes I Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A i Evaluation Reports f
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN i FLIS217 R5 AE 513497.pdf i
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.14 I SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
I BROKEN ALUMINUM SH 36X60 FINLESS — I
Limits of Use — - — IIII Installation Instructions
Approved for use in HVHZ: No FLIS217 R5 11 08-02720.0f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by independent Third Party: Yes
Design Pressure: N/A i Evaluation Reports
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLiS217 R5 AE 513504.pdf I
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.15 j SERIES GA 275 THERMALLY i I SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
BROKEN ALUMINUM SH 48X72 FINLESS
Limits of Use — Installation Instructions
Approved for use in HVHZ: No FL15217 R5 II 08-02721.2df
Approved for use outside HVHZ: Yes i Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes I
Design Pressure: WA I Evaluation Reports
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN I FLIS217 R5 AE 513505.odf
PRESSURE RATINGS. Created by Independent Third Party: Yes
r
15217.16 I SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
I BROKEN ALUMINUM SH 148X84 FINLESS
Limits of Use i Installation Instructions i
Approved for use in HVHZ: No FL15217 R5 11 08-02722.p
Approved for use outside HVHZ: Yes I Verified By: Luis Roberto Lomas 62514 1
Impact Resistant, No I Created by Independent Third Party: Yes IDesignPressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS.
FLIS217 R5 AE 513506.p#f
Created by Independent Third Party: Yes
15217.17 SERIES GA 275 THERMALLY i SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN
BROKEN ALUMINUM TWIN SH SH NI 88 1/2X72
1 Limits of Use j Installation Instructions
for use in HVHZ: No i FLIS217 R5 11 08-00817D.edfApproved
Approved for use outside HVHZ: Yes I FL1S217 R5 11 08-00818D.p4f
Impact Resistant- No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A I Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FLIS217 R5 AE 511361C.pdf
Created by Independent Third Party: Yes
15217.18 ; SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS217 R5 11 08-02723.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: WA Evaluation Reports iOther: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R5 AE 513507.pdf
PRESSURE RATINGS. Created by Independent Third Party: Yes !
115217.19 1 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS
Limits of Use Installation Instructions i
Approved for use in HVHZ: No FL11217 R5 II 08-02724.p
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514IImpactResistant: No Created by Independent Third Party. Yes iDesignPressure: WA I Evaluation ReportsOther: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R5 AE 513508.odf j
PRESSURE RATINGS. i Created by Independent Third Party: Yes
15217.20 — — ; SERIES GA 505 ALUMINUM SH j SERIES GA 505 ALUMINUM SH NI 53 1/2X71 1/2 FINLESS
4 of 5 4/17/2018, 8:57 AM
Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ...
Limits of Use
Approved for use in HVHZ: No
I Approved for use outside HVHZ: Yes
iImpact Resistant: NoDesignPressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS.
Go to Page
Installation Instructions
FLIS217 RS II 08-02725.12df
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 513509.p_df
Created by Independent Third Party: Yes
Back O
10 O Page l/20 d
Contact IJs :: 2601 91tir Stane Road_ Tabhassee Fl, 3j3" FAQ ¢3y-487-1,9
I
The State or Florida is an AA/ffD employer. Coovrtoht 2007-2013 State or Florida .:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. U you do rot want your e-mall address released In response to a public -records request, do not send electronic
mad to this entity. instead, contact the office by phone or by traditional mat 9 you have arty questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, efrect e October 1, 2012, licensees licensed uider Chapter 455, F.S. must provide the Department with an email address If they have
one. The emads provided may be used for official communication with the licensee. However email addresses are public record. 9 you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the pubic. To determine Ir you are a licensee under Chapter 455, F.S.,
Pleaseclick hp .
Product Approval Accepts:
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5 of 5 i 4/17/2018, 8:57 AM
IXTWMI
COIF DISTARcm
NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS 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.
J. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX SUCH 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.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR C6-1,6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED RIGID PVC.
6 UNITS MUST BE GLAZED PER ASIM E1300-04.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRm FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4',
9. FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR ZX BUCK USE /10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO A04MW A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE /10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
11. FOR FRAME UNSTALLATION 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.
12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING
SCREWS YAM SUFFICIENT LENGTH TO ACHIEVE 7 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
DESCRIPTION
NOTES
14. 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 BF1OW:
A WOOD - MINIMUM SPECIFIC GRAVITY OF 6-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER).
D. METAL STRUCTURE: STEEL ISGA, JJKSI OR ALUMINUM 6063-TS 1/8- THICK MINIMUM
MI WINDOWS AND DOORS
1001 W. CROSBY RD.
CARROLLTON, TX 75006
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW
NON -IMPACTNOTES
J.L- 1 08-01928
SIGNED: O&IM015
Be' MAX FRAME WIDTH
9' MAX RY CNN rN2 /Iei1m
J_ MAX rT OC. --1 J' NAx • ADOW EDGE DISTANCES 05/-e/I5 RL
ANCHORS TO BE
EOVALLY SPACED
SEE CHART BELOW
FOR NUMBER OF
ANCHORS REOUIRED
Bow
a4' MAX
FRAMEHEIGHT /( ,/
fir
Mun0 YrntAY /rYOYrnOrbY
RY 7AOIN MI
NON NO AO AO 120
1 N tl0 tl0 720 r/0
SERIES 5500 CHSSINGLE HUNG TWIN WINDOW Naa . Nu wr Na2 are NNS ar.
EXTERIOR VIEW MO
FIN VWAUATION I00 7 7 r r 7
tl
DESIONPRESSURE7N70ND I IMPAOTRATYVO rio r 7 r r r
a + r ro a ro
15OPSF NONE ro + r r w r w
ladmum g!gg;FnsyWNINM)
mova NO a" AO 1 .20
MI me N00 72o rto
ee Mq /Y N Ier NCO IY Mp
o wo 7r w0 r 7a w no
tl0 w0 7a0 w0 I 7a0 WO 7a0 tl0 7a0
tlo720 wo 7so w0 o w0 n+ w0 NA
0 7s 70 0 +
MO w o nr 000 a17 w0 wA
SIGNED: O&IS2015
MI WINDOWSwWcaosBOT DOORS `\`\S
CARROLLTON. TX 75006 .J••GEN,pF'+p
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW S*• O •=
NON —IMPACT
NAIL FIN ELEVATION p • TATE
NTS OI22I0TrcN2o
oe-0 2e A iiis GNAl32OF6l\ \
tt 1
E.- MAY FRAME WIDTH
6' MAX 6• A Amm EORS OtSTANCCS 05/1E/15 ILL
6-MAX
11
ANCHORS TO BE
EQUALLY SPACED
SEE MB BELOW
NUFORNUMBER OF
ANCHORS REQUIRED
MAX
a.-
FRAMEHEIGHT
SERIES SSW CHS SINGLE HUNG TWIN WINDOW
EXTERIOR VIEW
FRAME 06TAL A71W
OESIGNPRESSUREMTWG WPACTMTING
t50PSF Np4E
Ydmu dad n •.T
w.••Wrm M
MAP. 3.0 1 300 1 no I •10
Itil At0 tl0 Ro MO
IAV P•• .tt0 ti Mq IMF
oW D 7 500 1" 309SD mo no I tl0
tlo 0 tl0 500 tl0wOisSOND300Im720
tlt tl 700
tl0 0 D tl0 01 L f6 up
wo I ram I WO o SIGNED.ON7&WI5 rAeo.
r:.rr /wow ru• MI WINDOWS AND DOORS 5 O1 111111II1 a.••
wtm lM 1001 W. CROSBY RD. nw.
S. tlo >tro N.oCARROLLTOH. TX 75006 •'GENy:y ro> .
ao tlo no o F • I wY
A•r wu Ar wu IA-1wAa A SERIES 5500 CHS SINGLE HUNG TWIN WINDOW _*• 0 /5 -11. r
7t w NON -IMPACT p • TATOF tl0 7tFRAMEELEVATION7so0
o u t u s Wuw. o.c •a icv %'FB:;OR10T: ? oa to
t u tY to t to owc 03-0192E
A ONA 11E HIS022220133OF6itu
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2 .
EDCE DISTAMINNCE
METAL
STRUCTURE
1 1/A' MIN. BY OTHERS
EYBE Eril
1/A' MAX.
SMM SPACE
110 WOOD
SCREW
INTERIOR EXTERIOR
TO BE SILL TO BE
IN A BED OF SET IN A
ROVED SEALANT BEO OF
APPROVED
u' MAX. SEALANT
u SPACE
METAL
STRUCTURE
BY oTHLRS
VERTICAL CROSSSECTION
WOOD FRAMING OR 20 SUCK INSTALLATION
NOTES.
I. INTERIOR AND EXTERIOR FwSIIEA BY017011
NOTSHOWNFOR CLARNY
2 PERIMETER AND JOINT SEALANT BYO"WRS TO BE
DESNGAZO OJACCORDANCE WITNASTMEV 12
IXVDPIS
3/4' MIN.
EDGE DISTANCE
A ADDED FSCf LX51ARtY5 as
I/A- MAX.
SHIM SPACE 1/4- MAX.
FSHIM SPACE
Ylof INTERIOR
3/A' MIN.
EDGE DISTANCE
SMS OR
SELF DRILLING 110 SMS OR
SCREW SELF DRILLINGSCREWS
METAL EXTERIOR
STRUCTURE
By OTHERS JAMBINSTALLATIONDETAIL
INTERIOR METAL STRUCTURE INSTATIATON
1 1/4' MIN. 1/4' MAX.
EMBEDMENTEMBEDrSHIM SPACE I
INTERIOR 1/
2' MIN. EDGE
DISTANCE 110
WOOD SCREW
WOOD
FRAMING OR
2X BUCK EXTERIOR BYOTHERS1/
4' MAX. JAMB INSTALLATION DETAIL i--ISHIM SPACE WOOD FRAMING OR 2A SUCKWSTALlATON VERTICAL
CROSS SECTIONMETAL
STRUCTIM 4AISTALLATION SIGNED.
O&M2015 1
2 1 /2" YIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
1 1/1- YIN
OPTIONALIX BUCK EMBEDMENT TO
BE PROPERLY SECURED1 1/4" MIN, SEE
NOTE 3 SHEET I 1 EMBEDMENT CONCRETE/
MASONRY 1/
a- MA74 BY
OTHERS SHIP
SPACE OPTIONAL Ix BUCK TO
BE PROPERLY 3/
16" TAPCON SECURED SEE
NOTE 3 SHEET I 3/
16" TAPCON EXTERIOR6INFERIORNIN,
SILL
TO BE SET
IN A BED OF
APPROVED SEALANT
U
1/4- MAX. OPTIONAL
BUCK SHIM SPACE TOBE
TO BEPROPERLYSECURED SEENOTE }
SHEET I CONCRETE/MASONRY '\
BY OTHERS \ • ,
VERTICAL CROSS
SECTION CTNCRETEYASONIWINSTAWTTA N
OW"ANOSu
SHOWTVJMMSBaAR 1/4"
40, SHIM SPACE
INFERIOR EXTERIOR
JAMB
INSTALLATION
DETAIL ODNCREIDMASO/RYMbTALAW
NOTES I. !/
TERIORAND
EXTERIOR FINISHES, BYOTNM NOTSNOWNFORCARRY, L
PERIYETERAND
JOINT S& BY DRIERS TO BE OESICNEO IN ACCORDANCE
YAMASTM EV It SIGNED: O/TS?
OI7 1
BEHIND FIN 1 1/4' MIN.
EMBEDMENT
i10 WOOD W000
SCREW t-1NG
BY OTHERS
1/4- MAX.
SHIM SPACE
1/2- MIN
EDGE DISTANCE
EXTERIOR 11 16
INTERIOR
1/4- MAX
HIM SPACE
1/2- MIN 1
EDGE DISTANCE
010 WOOD WOOD
SCREW 1 1/4- NIN, BY OTHERS
APPROVED SEALANT
I
EMBEDMENT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK Al4TAILA TTON
MW AND SBL S"OWNJA IMSSUAR
ADOM EDGE OISTANOM
WOOD FRAMING 1/4- MAX
SHIM SPACEByoTHERS
10 wo00 INTERIORSCREW
1 1/4' MW.
EMBEDMENT
APPROVED SEALANTBEHINDiW
1/2' NIN EXTERIOREDGEDISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR VBUGTNLSTAILATION
MOTES.
1, WTERIORAND EXTERIOR FW SNES BYOTHERS,
hWSMOWNRORCLAAW.
P PERYNEMPANO JOI TSEALANT BYORIERS TOSE
oESIGNED INAOOOWGANGEWTMASTIM EI1Ta
MI WINDOWS AND DOORS
BOOB W. CROSBY RD.
CARROLLTON, TIT 75006
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW
NON -IMPACT
FIN INSTALLATION DETAILS
A UC wp
J.L 06-01926
SIGNS& W182015
s
REQUIRED INSPECTION SEQUENCE
lmmqi. 14
ftl wmc; P ERfir T
I[nn Max' Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls-
Sheathing— Roof
Roof Dry 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
FinalSingle Famil' - Residence Final.
Building Other Address:
Nfln
max IIns ecti®n.IIDescnitionn Electric Underground
Footer / Slab
Steel Bond Electric Rough
T.U.
G. Pre -Power
Final Electric Final
irJLIMpf _.. 7
1.: .p.,f .R. L.y ' •.:•. ..-':.o~• a t i! > T•i f-r :. .., _ . L ITV::!!JL•r7C ICill_GQC"4 `- X . 4•~K; .`p -C`-; r:' min Max.
Inspection Description Mechanical Rough
Mechanical Final.
Maw rnsi2ection,
IIDescsn Lion Gas Underground
Gas Rough
Gas Final
REVISED: June
2014