HomeMy WebLinkAbout2223 Hartwell AveOR 17 2b l
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
f? - J(Y��
Documented Construction Value: $ J
Job Address: �:?� _�/zT�l� Historic District: Yes❑NokJ
Parcel ID:--1�'-(1-��-(�,j�� Residentiall' Commercial❑
Type of Work: New❑ Addition❑ Alteration❑ Repair Demo ❑ang Change of Use Move❑
n 7 _ I
Description of Work:
Plan Review Contact Person: jC
Phone: 0 —�V7- 76 Fax:
_UYUC
Z Title:_
7_��Email: *C.
Property Owner Information
�A-_vName t�Y lit L(lr5G%7 Phone:
Street: 2,22 Resident of property? : (�,1it✓'
City, State Zip: !�iW_Fo-ADI R, ig-T7/
Name
Street:
City, S
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
)rmation
6A
Phone: G 01 6 G(0 rd`
Fax: l o ), 9
State License No.: ( J�
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: 7
le
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED -ON THE JOB SITE BEFORE THE FIRST -INSPECTION. IF YOU -INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated.. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code ..:
Revised: January 1, 2018 Permit Application1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certifythat all of the fore o>i mfo mation is rate and thatall work will
g�
be done in compliance with all applicable laws regulathfg celas uction a oni g. j
Sign re of Owner/Ag t Date Sign on
Print Owner/Agent's tame Print Contractor/
3-r2�
Date
r P' ANA M. MAGLUTA
MY cOMMISSION # GG 045760
gE EXPIRES: November 8, 2020
Bonded Thru NotarY Public Undervniters
Owner/Agent is Personally Known to Me or
Produced ID k," Type of ID F , D Zy'.zrs LkLeArot-
Date
`��J��•'�SSIOry
e•VU Jacy 25,2p
" 113390 ti=
�2 t OFF
Co*f/Anifi*:„��'ersonallY Known to Me or
Prodli' � °��• e of lD AL- bier✓d rs- L; &,i sa
p
°OjBfi�si4l�attty���
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building d Electrical F-l"lvlechanical-Plumbing /d Gas ❑ Roof ❑
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: c,;F S2-fS
COMMENTS:
Revised: January 1, 2018 Permit Application
CITY of
Building & Fire Prevention Division
". S��FORD PERMIT APPLICATION
IRE + { Application No:
Documented Construction Value: $ Z/ 600
Job Address: 22 J 7"(%J�J Historic District: Yes❑No
7 Parcel ID: I �� ' 3 Q." � ~� � Residential Commercial[]
Type of Work: New[]Addition❑ Alteration❑ Repair Demo Chan a of Use❑ Move❑
Description of Work: kj-w/1 ✓
5 kcaP. 3 sin0, 1 2 _k
Plan Review Contact
Person: t,� L , AJCA Title: 10 ,
Phone: ��" �/ U / �/J Fax:—?7�"/3 Email: %zvc
���
Property Owner Information
Name (a LS oA Phone:
Street: 2Z M(t ( '�- Resident of property?
City, State Zip: FL- 52771
Contractor Information �}
Name �G� de� 5hW-ho,I Phone: -�0 ¢� -d1 n6
Street: `e ti % / s Av"p- Fax:
City, State Zip: 6Q / C1V> D FL, 37261 State License No.: Cfif- l T 2 a3 /
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
Revised: January 1, 2018
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 pen -nits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing infor at on is accurate and that all work will
be done in compliance with all applicable laws regulating cons rut ct' n an Wig.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signa re of C ntr r nt Date, -,a,' 0)�, '-1i1r, 'IF/
v''`
Awaz A, cy � °ciC�Ya•'i �'' boy y" e '_
cn .
Print ontractor/A ent's Name
1,. `c¢`
Faaa.lns
Signature of Notary -State o d Dat o P..•
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Revised: January 1, 2018 Permit Application
a
SkRFO'RD
f IRE DEPAftTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 3S
Job Address: Z-z 23 kotaven +ye • Historic District: Yes ❑ No K
Parcel ID:
Type of Work:
Description of
Contact Person:
Property Owner Information
Residential
Title: PL
Name �4� L�/ Iq �C/ %1 Phone:
Street: � 2 % ; J ��tl . Resident of property?
City, State Zip: �(Ai'1 0 ✓% �L' ���7�
C ntractor Information
Name i 61 TIA611 Phone: 7— 06 6 77k
Street: *q l Fax:
City, State Zip: 0 Q State License No.:
Arch itect/Engi neer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulat
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2 ' #FF 173590
zz ,-
,tab
-Contractor/Agent is Personally
Produced ID Type of ID dlr' �iota�la§`
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Revised: January 1, 2018 Permit Application
REQUIRED IlIqSFECTION' SEQUENCE
if I q. t Qe-1
[11 gumv ING psmur
Footer Setback
`Remwall
Foundation / Form B-oard..'Survey
Slab /Momo Slab- Pre our
Lintel / T ie- 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 Stuccol Siding
insulation Final
Final Utility Building
Final Door
Final Window
Final Screen.Room
Final.. Pool Screen Enclosure.
Mobile Home Building Final
Pre-Demo
Filial Demo.
Final Slhgle Family Residence
hlx)
Final. Building. (Other)
Address-:
&I
Mn
max
Ins ection Deser
Electric Underground
Footer [Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
AM)
Electric Final
J,,� _ gg m
!FR-gLr:,gg"" W.-A m rim
min
Max
Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub- Set
Plumbing Final
L
Bunn
Max
Rnsgection DescripiLlon
Mechanical Rough
Mechanical Final
A
Mn
Gas Underground
Gas Rough
Gas. Final
RIEWSIM Yane 2014
SEMINOLE COUNTY, FL A
D TABULATION
CONTRACT NUMBER: RFP-1294-17/TAD — Master Services Agreement
for Community Services Home Rehabilitation Program (Work Order #2)
PROJECT ADDRESS: 2223 Hartwell Avenue, Sanford, FL 32771
OPENING DATE: March 12, 2018 2:00 PM EST
W Y Response 1
Pat Lynch Construction,
Response 2
M & J Enterprises
Response 3
Response 4
LLC.
Intl Inc.
6922 Aloma Ave
BSE Construction Group
LLC.
Dager Construction Inc.
540 N SR 434, Ste 176A
900 Dennis Avenue
r�
Orlando, FL 32807Z
Winter Park FL 32792
14338 Hampshire ba Circle
P Y
Altamonte Springs, FL 32714
G
NO
Pat Lynch, President Y
� VP John Roberts
�s�oberts(�rnandlinc.com
Winter Garden, FL 34787
Keith Owens, VP
Ron Dager, Pres.
ron0dagerconstruct.cam
' p!ynch7@cfl.rr.com
PH:407-227-7715
Operations.
PH: 407-657-4967
PH: 407-448-4852
Total Bid Price:
kowena bsefl.com
PH: 407-388-5820
Total Bid Price:
Total Bid Price:
� $62,608.01
$73,583.00
Total Bid Price:
$76,156.50
Tabulated and Posted by: Michael A. Eason Jr, Procurement Analyst on 3/19/18 @ 8:12AM EST
Recommendation and Notice of Intent Intent to Award: TBD.
March 26, 2018
Pat Lynch Construction, LLC.
909 Dennis Avenue
Orlando, FL 32807
Via Email: plynch7@cfl.rr.com
RFP-1294-171TAD— W02
Rehabilitation of 21'223 Hartwell Avenue, Sanford FL 32771
NOTICE TO PROCEED
The services provided by your firm shall begin on April 3, 2018, and be substantially
completed within 90 calendar days on July 2, 2018. These services shall reach final
completion within 30 calendar days thereafter on August 1, 2018, as described in the
contract documents. The timely „and accurate performance of the work set forth in the
contract documents is important to the County. It is also a primary consideration for
contractor selection on future projects.
-Please acknowledge below, retain a copy for your records and return the original to the
Seminole County Purchasing and Contracts Division.
We are glad to have you on as part of the County's project team and we look forward to
a successful project.
Sincerely,
Michael A. Eason
Procurement Analyst
407-665-7122
meason@seminolecountyfl.gov
ACCEPTANCE OF NOTICE
acknowledged, this
a�
Revised 6/27/08 BLH
SCPA Parcel View: 36-19-30-544-0000-0350 httD://t)arceidetaii.senafl.org/Parce,]De.tai]Tnfoqqny?PM='161 0'101;aa0
M1,
59.7
Seminole County GIS
r----
j
---
2018 Working
12017 Certified
i
Values
Values
I
Valuation Method
(
Cost/Market
Cost/Market
Number of Buildings ---
.._..-
1 - -- - - -
-- ---- - {
1
Depreciated Bldg Value
$49,451
$46,670
Depreciated EXFT Value
$9,400
$6 600
Land Value (Market)
j $15,000
j $12,000
Land Value Ag
I JUS1/Market Value "
$73,851
' $65.270
--
Portability Adj
Save Our Homes Adj
$14,458
$7,099
rAmendment 1 Adj
$0
P&G Adj
$0
; $0
_.-._
Assessed Value
$59,393
i $58,171
I Tax Amount without SOH: $576.00
2017 Tax Bill Amount $529.00
Tax Estimator
Save Our Homes Savings: $47.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 35
-------------
TWENTY WEST
�PB16PG36
Taxes
Taxing Authority
Assessment Value Exempt Values
I Taxable Value
-------------
I j CountyGeneral Fund
$59,393 j
$34,393
$25 000
! i Schools
$59,393 f
-
$25,000
-
$34,393 ,
City Sanford
$59,393 1
$34,393
$25,000�
SJWM(Saint Johns Water Management)
$59,393 ,
$34,393
$25 000
County Bonds
-
$59,393 ,
$34,393
$25,000
Sales
Description
Date
I Book
Page
i Amount I Qualified
Vac/Imp
WARRANTY DEED
2/1/1998
03372
0377
$59,000 Yes
Improved
SPECIAL WARRANTY DEED
10/1/1993
02673
0520
$31 900 No
{
Improved
j CERTIFICATE OF TITLE
8/1/1993
02625
0760
$100 , No
Improved
QUITCLAIM DEED
10/1/1986
01785
0077
$800 No
Improved
_
WARRANTY DEED
7/1/1985
01655
1628
$49 700 Yes
Improved i
WARRANTY DEED
1/1/1985
01646
1916
$43,500 ;Yes
Improved
WARRANTY DEED
9/1/1980
01299
i 0145
$35,000 ? Yes
Improved
WARRANTY DEED
6/1/1979
01226
1514
$28,000 ;Yes
j Improved
'Find Comparable Sales
Land
Method Frontage - {Depth — LUnits Units Price Land Value 1
--- -- — --- 1 - -- -- ---- --- — - -- — —
LOT 0.00 0.00 1 $15,000 00 $15,000
1 of 3 4/3/2018, 9:00 AM
SCPA Parcel View: 36-19-30-544-0000-0350 http://parceldetaii.scpafl.org/Parce]Detaillnfo.aspx?PID=3619305440...
Building Information
--------- - . . ......... . . ... ................ . ......
Is Bed/Bath count incorrect? Click Here -
Year Built
# Description Fixtures Bed I Bath Base Area Total SF Living SF Ext wall Adj Value Repl Value Appendages
Actual/Effective
Permits
----
Description Agency Amount COO Date Permit Date
-,F
No Permits
Extra Features
Description
Year Built
Units
Value New Cost
COVERED PATIO 1
11/1/1995
1 $400
$1,000
POOL 1
111/1/1990
1 $8,400
$14,000
SHED - NO VALUE
11/1/1972
$0
FIREPLACE 1
11/1/1972
1 $600
$1,500
2 of 3 4/3/2018, 9:00. AM
RECORD COPY
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
SCOPE OF WORK / REHAB ESTIMATE FOR:
Harvey Gillison 2223 Hartwell Ave-SANFORD, 32771
YEAR BUILT: 1972 SANFORD
EXTERIOR WALL: CONC BLOCK
PARCEL NO. 36-19-30-544-0000-0350 0F1'gR
- U1Q_184,5
THE SCOPE BELOW BRIEFLY DESCRIBES THE WORK TO BE PERFORME`B 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.
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DIVISION 2 EXTERIOR SURFACES: PRESSURE WASHING S 2' 19
2 00 Pressure Wash all exterior surfaces clean regardless of whether it is a painted surface bodyoTnot.
Driveways, sidewalks, porches, eves, soffits, carports etc.
Sub -total:
-DIVISION 3 - OPENINGS AND PROTECTION: EXTERIOR DOORS AND FRAMES
3 00 Remove and replace both exterior doors. Front door shall be six (6) panel pre -hung type, with no glass in
this door. Door to include lever type lockset (nickel/satin finish), deadbolt and peephole.
Install new sliding glass door. Must be LOW E glass with white frame. Repair any exterior plaster/ drywall
affected by this work as necessary.
Sub -total:
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
handler door. Remove replace all closet doors with bi-fold six panel or sliding style. Include for all new
hardware and lever type privacy locksets (nickel/satin finish). Replace hall closet door with sliding pass
through style. Any resulting damage to walls or floors is to be repaired to match adjacent areas in material
and texture.
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE; CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRINGN PLANS,
TII
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Sub -total:
A
f _
COMMUNITY SERVICES DEPARTMENT iz i r
COMMUNITY DEVELOPMENT DIVISION _ .. °....
DIVISION 3 - OPENINGS AND PROTECTION: WINDOWS
3 20 Remove and replace in original size and location all windows. New windows shall be vinyl or aluminum
framed, LOW-E, white frames. All bathroom windows shall be obscure glass. 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:
DIVISION 4 — FINISHES: FLOORING
4 00 Remove and replace all ceramic tile floors throughout entire home including kitchen, bathrooms, hallways,
bedrooms, and utility room.
Sub -total:
DIVISION 4 — FINISHES: GENERAL DAMAGED AREAS
410 Repair any damaged drywall areas (gouges, holes, scrapes, nicks, cuts) and any other drywall damage
Including utility room. Include removal of popcorn from all ceilings and apply knock down
Sub -total:
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.
Sub -total:
DIVISION 4 — FINISHES: PAINTING EXTERIOR
4 30 All exterior surfaces to receive one (1) coat of primer and two (2) coats finish paint. Color to be selected
by Homeowner.
Sub -total:
DIVISION 5 — PLUMBING: WATER HEATER
5 10 Remove and discard the existing water heater and all related components. Provide and install a new,
minimum 88% Energy Star Rated 40 gallon electric water heater in existing laundry room location.
Sub -total:
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:
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
DIVISION 5 - PLUMBING: BATHROOMS / MASTER BATH
5 30 Remove all plumbing fixtures. Replace toilet with HC toilet, replace vanity/sink, light fixture, medicine
cabinet, and all plumbing accessories.
Sub -total:
DIVISION S - PLUMBING: BATHROOMS / HALL
5 40 Remove all plumbing fixtures including tub and tub surround. Replace tub with a Shower including
replacement of shower surround with %" hardy backer board and tile. Remove and replace toilet with HC
toilet, light fixture, medicine cabinet, and all plumbing accessories.
Sub-total-
DIVISION 6 - KITCHEN: CABINETS
6 00 Remove all kitchen cabinets -counter tops-sinkfaucet and appliances. Install new upper and lower
cabinets including matching valance above sink. New Formica counter top including 4" back -splash. Install a
new Stainless steel double -basin 60 40 drop -in 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.
Sub -total:
DIVISION 6 — KITCHEN: APPLIANCES
610 Range will be (30") wide free standing electric with anti -tip bracket installed.
6 20 Range hood/microwave will be a direct vent or recirculating depending on the existing system setup. .
6 30 Refrigerator is to be a minimum of 18 cu ft_ All appliances must meet the minimum Energy Star rating allowable
installed, connected and service ready. Appliances will be either white or black as selected by homeowner.
Sub -total:
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 propel 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. Clean the existing duct supply drops; in each room including bathrooms. Include for any A.H.U. closet
modification. .
Sub -total:
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
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:
DIVISION 8 — ELECTRICAL: INTERIOR/EXTERIOR LUMINAIRES
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.
Sub -total:
DIVISION 8 — ELECTRICAL: RECEPTACLES
..1
810 Remove and replace all receptacle outlets (provide arc faults if needed), general lighting switches and
faceplates throughout the home. Repair any damaged or distressed wiring.
Sub -total:
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 two (2) exterior GFCI protected receptacles with approved boxes, one in front of house and
one in the rear.
Sub -total: -
DIVISION 8 — ELECTRICAL: SMOKE / CARBON MONOXIDE ALARMS
8 30 Provide and install (5) new smoke / carbon monoxide alarm systems for this house as required by Code.
Alarms to be hardwired, battery backed -up and interconnected.
Sub -total:
COMMUNITY SERVICES DEPARTMENT
COMMUNITY DEVELOPMENT DIVISION
LEAD -BASED PAINT: Year Built 1972
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
The County's contract documents must be returned intact as originally provided
to the vendor. Any changes requested by the vendor must be communicated
prior to execution of this contract action. Any manipulations of these documents
will be grounds for disqualification. If the manipulation is found after the approval
and award, it will be grounds for fraud and misrepresentation.
Contractor acknowledges Addendum # through #
(Company Name)
(Signature of person signing this BID FORM)
(Printed name of person signing this BID FORM)
(Title of person signing this BID FORM)
Florida Building Code Online http://www.florid building.org/pr/pr app_dtl.aspx?paramwGEVXQ...
Rf�y��,.,�s. 'a�'�#%�, ,s'���#'��+` i� .w'��,�M're- � ,.J /In�1 �;� .,fir ��. '"i•, b'��'
BCLS Home Log In ' User.Registration = Hot Topics SubmitSurcharge ` Stats & Facts Publications FBC Staff -BCLS Site Map ;; Links •, Search
Product Approval
N b'p I"'.USER: Public User
_r
Product Approval Menu > Product or Aukcatron Search > Aool;cation List > Application Detail
FL #
FL11136-R7
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
Year
1994
1994
1994
Florida: Licensed Professional Engineer or Architect
FL11136 R7 Eouiv ASTN9 E84 Eauivalen>� Letter SS 201 -008-3 p r
1 of 4 4/17/2018, 9:05 AM
Florida Building Code Online
http://www.floridabuilding.org/pr/pr=app_dtl.aspx?paramwG EVXQ...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
FL # I Model, Number or Name
11136.1 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +80/-80
Other:
Method 1 Option A
10/26/2017
10/30/2017
11/08/2017
Description
T-0" x C-8", Opaque, Single Door, Inswing
Certification Agency Certificate
L11136 R7 C CAC_NI011233-R2.odf
Quality Assurance Contract Expiration Date
08/31/2020
Installation Instructions
FL11136 R7 II DC9970-1 Mstallation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3389.odf
Created by Independent Third Party: Yes
11136.2 i Contours Steel, Steel Edge T-0" x 6-8", Opaque, Single Door, Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +80/-80
Other:
Certification Agency Certificate
FL11136 R7 C CAC NI011233-R2.odf
Quality Assurance Contract Expiration Date
08/31/2020
Installation Instructions
FL11136 R7 II DC9970 Installation.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3390.odf
Created by Independent Third Party: Yes
11136.3 Contours Steel, Steel Edge T-0" x W-0", Opaque, Single Door, Inswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other:
Certification Agency Certificate
FL11136 R7 C CAC NI011232 R2.pdf
Quality Assurance Contract Expiration Date
08/31/2020
Installation Instructions
FL11136 R7 II DC9970-1 Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3M9.pdf
Created by Independent Third Party: Yes
11136.4 ;Contours Steel, Steel Edge T-0" x W-0", Opaque, Single Door, Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other:
Certification Agency Certificate
FL11136 R7 C CAC NI011232-R2_pdf
Quality Assurance Contract Expiration Date
08/31/2020
Installation Instructions
FL11136 R7 II DC9970 Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3390.adf
Created by Independent Third Party: Yes
11136.5 Contours Steel, Steel Edge T-0" x T-0", Opaque, Single Door, Inswing
- - -- -- - -- -- -- ------_---- - --- ----------- --- - -- --- --
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011401-R3.pdf
Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
'. of 4 4/17/201 & 9:05 AM
Plonda Building Code Online
http://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQ...
Design Pressure: +66/-66 Installation Instructions
Other: i FL11136 R7 II A008267-FC=Instaliatio�df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399pdf
Created by Independent Third Party: Yes
11136.6 Contours Steel, Steel Edge 3 0" x 7'-0", Opaque, Single Door, Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +66/-66
Other:
11136.7 1 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +47/-47
Other:
Certification Agency Certificate
FL11136R7C CAC_NI011401.02-R3.pdf
Quality Assurance Contract Expiration Date
10/31/2026
Installation Instructions
FL11136 R7 II AO08267-FL Installation.pdf
Verified By.: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R7 AE PER3399.DDdf
Created by Independent Third Party: Yes
3'-0" x 7'-0", Opaque, Single Door, Inswing
Certification Agency Certificate
FL11136 R7 C CAC NI011401.01-R3.odf
Quality Assurance Contract Expiration Date
10/31/2026
Installation Instructions
FL11116 R7 II A008267-FL Instalfation_pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL1i136 R7 AE PER3399.pdf
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_pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/31/2026
i Design Pressure: +47/-47 i Installation Instructions
Other: FL11136 R7 II AOg8267 F� Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL R7 AE PER3399.Ddf
Created by Independent Third Party: Yes
-- --------------- --
11136.9 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-70
Other:
11136.10 Contours Steel, Steel Edge
Limits of Use
i Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other:
3'-0" x 7'-0", Opaque, Single Door, Inswing and Outswing
Certification Agency Certificate
FLY1136 R7 C CAC NI011573.03-R6,pdf
Quality Assurance Contract Expiration Date
04/30/2026
Installation Instructions
FL11136 R7 II A009423 Installation.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136-R7 AE PER3400 Ddf
Created by Independent Third Party: Yes
3'-0" x 8'-0", Opaque, Single Door, Inswing and Outswing
Certification Agency Certificate
FL11136 R7 C CAC NI011574.03-R6.Ddf
Quality Assurance Contract Expiration Date
04/30/2026
Installation Instructions
FL11136 R7 I7 A009424 Installationpdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
l-11136 R7 AE PER3401_pdf
Created by Independent Third Party: Yes
i of 4 4/17/2018, 9:05 AM
JFI-DIVEN@ Steel
_
STEEL STEEL EO
B'-0"SINGLE INSH?NO OPAQUEPAQUE IMPACT 00017
�
12
GENERAL NOTES
m �
1_ THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA
—1/.' Ox
uAx. FiUME MOTI
_
luc Pu1R mOTif
I
co �
CURRENT BUILDING CODE INCLUDING HIGH VELOCITY
O C[ —� 7
HURRICANE ZONE" (HV'HZ) REQUIREMENTS.
2. WOOD
us
aY a r7pr11
F
Z O Q m
BVCKS, fiY OTHERS, MUST BE ANCHORED PROPERLf
TO TRANSFER. LOADS TO THE STRUCTURE.
Z LU � C0
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
L1J Y = cp
AS SHOVIN ON DETAILS. ANCHOR EMBEDMENT TO BASE
¢ C
HATERVL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT
® ®
n UT
SHUTTERS NOT REQUIRED,
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
;® ®
M
—FOR 6'8" WOCD FRA ES — SEE TABLE SHEET I
—FOR e'o" w000 FRAMES — SEE TABLE SHEET I
S=
a
6. THIS SYSTEM WAS TEST—cD FOR 2.86 LBS, WATER PRESSURE
—
Yr
AS PER ASTM-E331.
7. THIS PRODVCT DOES NOT MEET THE WATER REOUIREMENTS
FOR 'HVHZ".
—
'•' z�
w ,'�
26 e
11 INSVIING INIPACT STEEL EDGE DOOR
27
Ic,mnar,m an nameI�,sl
a B b o�
o
ovi
DOOR LEAF CONSTRUCTION:
Fnce sheets' 24 go. (0.020") m mum thickness, G,o
Steel A-525 commercial quclity �, AKDO per ASTM 62020 with
r^ i0�mum overage yield strength Fy=26,240 psi.
A
O Z p
O
w j ❑
U
O O ~
wZU
V1
_Core d,ei- Expandedpolystyrene with 1.0 to 1.25 lb,
density, b/ JF1O—tVEN.
N
Ponel C t t' - Steel fee, sheets gWad to expondetl
Nb,tO
i WOZ
polystyrene (EPS), with steel top cnd bottom Is end
w
steel stiles wish a ood lock block reinforcement.
'hinge
I
hinge stile contcinswI NOE board for ddad support.
N
Frome Qa trucl'on TB Ih _7was). F eThe head jambs
he ha
A
�
and side jcnbs a m,rtised, buttetl and using (3)
A
O
7/8" x 2" im steples. An ,luminu adjustable inswing
threshold was unililiied of Ihe. sill. An optional aluminum
y 3`
S
x
}
m
ADA threshold is ilable,
_
6'8" SINGLE INSiYINC UNIT (X) 8'0" SINGLE IJVSIrIAIC UNIT (X)
OrER1UND
TABLE OF CONTENTS
SHT {' DESCRIPTION
SCALE.' 112" =1•—O"
SCALE. ' 112" =1•—O"
�y
_
`x
1 TYPICAL E1-10N5 h GENERAL NOTES
Ld
2 H', V AL CROSS SECTIONS S BDM
CROSS SECTIONS
3 ANCHO
ALL DOOR MODELS ARE WINED
FROM THE INTERIOR SIDE
\
t
a
$
e
N
z
O
ANCHORING
ANCHORING LOCAii0N5 & pETA1L5
5 'ITCOMPONENTS
e
.*NOTE. PRODUCT HAS NOT BE:Jd RATED FOF.iE
WATER INFILTRATION. IF ALHORIN HAVING o,—
vURISGICTIOM REQUIRES THAT RRODUCT MEETS
THIS REQUIREMENT,
PRODUCT SHALL EE USED
\'THEN INSTALLED AT LOCATION PRO cCTED =Y
�"
o
OVEP,HANG S {ITI!15YTT OVERHANG {OHt P.AilO
= OH L<<�t s Hnjfo'�1T is a I O
^
o
HERMES
`r�.•\'�C;ENSF•PO
RERO7377d
a'TE 12107�07
FLORIDA P.E.
= a Na�a778��i =
N0
—AS NOTED
ATIE OF IY
G
__
C •'FC J 7
_.
SAFFEL
Digitally by Hennes F.
ORIO A' 2`/'�:�
�� •'.......
o wu+c Np;
signed Norero.P.E. F vI `ems
Rea III am aPwaYing this d—mant ' S`S/ONAL EN
�o//rrnnn\o�```
DC9970-1
Dme:zms.o4.lo Dg:lo-zg-w'DD•
sxcLr 7 5
DESIGN PRESSURE RATING
wncac wA,w IN�rn,,,�,
• neeuwcuwT rs u:rup
rscwm+cuun Is n,r xcmTn
6.8" (%)
+80.Opsf
-BD.Opsf
+eO.Opsf
-80.Opsf
8'0" (%)
+67.ODsf
-65.Opsf
+6I.OpsF
-65.OpsF
m _
"—SEE
W71T
DETAIL A
ON SHEET S
73
- -
18
26
i6
2 2
_
� C
2
3QEP
x¢
n N \
� m
IDm P.�
I
�w 2 1/2" MIN.
Z EDGE DIST.
Ile
^s 9
E�
3e
31 �
3
SEE DETAIL A _
ON SHEET 5
13 18
n r\3
N m �
m m m
137
3/4" PAIN. 7 2 1/2" MIN.
EDGE DIST. EOGE DISL g
1 H 1 VF.RTIC.4L CROSS SECTION TYP B VERTICAL CROSS SECTPoN TYP
2 A'OOD FRAME INSTALLATION SCALE 3" =f'-0" 2 CONCRETE INSTALLATION SCALE 3" =f"-0"
19
udj
10 /
�4
Z�
� O
m _ 9
�w 2 1/2 MIN.
EDGE DIST.
_* Aif f *_
STATr,E Of �
. ,
HERI.1- F. NORERO
FLORIDA P.E. NO. 73778
O
> OE
m �
N zo�-i
M
Z DALLm
W Y H m
p cr)
W N J=
,V)YD_
DC9970-1
a 2 of 5
37 3/4" MAX. FRAME WIDTH
36 MAX PANEL WIDTH 32
31 2 22 3
20 27 25 26. NTERIO4
R 5
I7 23
\ i
\\ 16 26 20
\ 16 SEE DETAIL A-,-
7 \\\ 13 -EXTERIOR ON SHEET 5
27 2 I
1 1 1/4" 1/4" MAX. SHIM SPACE+ -
�-1 1/2" MIN. EMB. 1 i/2" MIN. EMB
QHORIZONTAL CROSS SECTION TYP.
�3JIYOOD INSTALLATION SCALE3" =/•-0"
2 1/2' MIN-
E
DGE
MIN. ElAB.
37 3/4" MAX. FRAME WIDTH
- 36" MAX PANEL WIDTH -
21 25 26 INT RI R
.� ,
2J 6 20
6 / a 1
-T�
DETAIL A 26 13 2 1/2" MIN.
SHEEP 5 EXTERIOR _ p EDGE DIST.
2
4• 1/4" MAX. SHIM SPACE-{�-�
MIN. EMS.
U)a , HORIZONTAL CROSS SECT'/ON TYP
CONCRETE /NSTALLATION SCALE. 3"
U
z Z
c3 0
c
� J o c1"ii
o�a o
f� c
36' A!P!(. PANEL YflpTH W � � U
®® ®® 1313
¢ 2
�� ®® ®® N
1311
®®_ Nis�a�m
®® Ill ®® ®oa ®®®
go on i
030
no 013
F
FLORIDA P.E. NO. 73778
wuc:gS NO7E_D
A��:._S� j�/OP•,: �Iu` anc. sr:5. SAFFEL
• 2`� aumxc No.
''�'�SS�ONAI E�G�•� _ _ DC9970-1
,Y�YY111111111��``` �+ne� xa �•isie SMEFf 3 OF 5
8 9/1 �8 9/16"
Z 6� SEE DETAIL D
6 .I
9 t;fts-1
ro
9 1516"
n
I
9 15V6"
a
9 15�16' 7 9 7
9 15116"
9 15116" .I SEE DETAIL 8 -
ff� A
9 15/16" A
'I ITYP.
fi---Ip- 6" fit— SEE DETAIL C
O
ANCHORING LOCATIONS
8'8" INSWING SINGLE UNIT (X)
SCALE. 1/2- =1'-O"
6 74
6
d 8 II
DETAIL A DETAIL B
SCALE.- 318" =1'-O" SCALE 3/8"
SEE DETAIL'A I
1'-0
1'-0
1'-0
1'-0
1'-0
V-0
J t'-0
ALL DOOR MODES ARE VIEW D
FROM THE EXTERIOR S1DE
DETAIL C
SCALE3"
SEE DETAIL D
66" `
8 3/4"
SEE DETAIL A
9
I _
rep"
2 -2
-/ 7 9 -
TYP.
-E DETAIL B
7 9
C TYP.
2'
61-{ I— E 6"—{ `F--� SEE DETAIL C
ANCHORING LOCATIONS
B.0" INSWING SINGLE UNIT (X)
SCALE 1/2" =1'-O"
uI
F.
.RIDA RE. NO. 73778
- � -
NOTED
STATE pF K
O�
ar:S. SAFEEL
DETAIL D
SCALE. 3.'
I
3/4"
I— 2 3/16"
r
J MESCALE 6"
&AfPRESS/ON tYEATH�RSTR7P
'. �! �o •wr1� D7A�YL BOTTOAf DOOR SWEEP
4" —{
t /2" �
l�n 1ADA ALUM/NUM THRESNOGD
1 1 3/4"r
' I- 1 3/4" -I
1 t/4
i � 1 3/16"
DOOR TOP RAIL & SIDE STILE
02J" /A' GA V STFF, lA' GA V STFF �B0 0. RANI,
SCALE 6"06" 1
18 3/4" fo, r 8'-0" DOOR 11 3/4- FOR 6'-8" DOOR ' 1 23/32"
1 3/1
DIA. VARIES WITH
HARDWARE USED
SCALE 3" =1'-O"
ozp
I—}-1 3/16"
II
w
w
1
o�Q
a
a
�
{
1 W
I
23 IDF O R
SCALE. 6"
3/16" C-SINK\
OETA/L A
..S F.1N.,����o.
""J "� J:V FLORIDA P.E. NO. 73778 :AS NOTED :. N..7,3778. i
ewu er: EAG
=ate ST�OF �=
dR1D , 2, ; nanmic rm:
'��`S'S1pNAl. ECG ```` ar+mcn hoc DC9970-1
Florida Buildh g Code Online
http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQ...
BCIS Home I Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff !. BCIS Site Map ` Links Search
Product Approval
db INA USER: Public User
pf
Product Approval Menu > Product or A p ca ion Se rc'n > AAp ation L t > Application Detail
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 i
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2018
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL15217 R5 COI F_COLpdf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
ASTM E330
Year
2005
2008
2005
2005
2002
I of 5 4/17/2018, 8:57 AM
rtorwa isuuaulg uoae unlme
http://www.floridabuildmg.org/pr/pr_app_dtl .aspx?paramwGE VXQ..
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
FL # Model, Number or Name
15217.1 SERIES 5500 PVC SH
Method 1 Option D
12/31/2017
12/31/2017
01/04/2018
4) 0 Page 1/20 0
Description
SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL
84X84
Limits of Use Installation Instructions
Approved for use in HVHZ: No L15217 R5 II 0801928A•odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto comas 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.pdf
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.2 i SERIES 5500 PVC SH
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.
15217.3 SERIES 5500 PVC SH
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.
15217.4 SERIES GA 195 ALUMINUM SH
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
SERIES 5500 PVC SH NI 42X84
Installation Instructions
FU5217 R5 II 08 01927A.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 P.5 AE 512635A_pdf
Created by Independent Third Party: Yes
SERIES 5500 PVC SH NI 48X72
Installation Instructions
l-: S217 R5 II 08=02719pdf
i Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5—AE 513503.odf
Created by Independent Third Party: Yes
{ SERIES GA 195 ALUMINUM SH NI 44X84
Installation -Instructions
FL15217 R5 iI D8-00261E_pdf
FL15217 R5 II 08-00262Epdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5—AE 510338C.pdf
Created by Independent Third Party: Yes
15217.5 SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 54X72
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15217 RS II 08 01331B.odf
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 RS AE 51I.943C_pdf
PRESSURE RATINGS
' Created by Independent Third Party: Yes
15217.6 SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 44X84
'. of 5 4/17/201 & 8:57 AM
r iorlpa tsuiiai ng Uwe unitne
http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQ..
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.
15217.7 SERIES GA 195 ALUMINUM SH
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.
15Z17.8
Installation Instructions
FL15217 R5 II 0$ 00265E pdf
FL15217 R5 II 08-k 6E.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5_AE 510340D.pdf
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM SH NI 54X72
Installation Instructions
FL15217 R5 II 08-01217B.Of
FL15217 R5_ II 08-01218B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15212 R5 AE 511797C.-pdf
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM TRIPLE 'SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS
SH HEAD AND SILL 108X72 NON IMPACT
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.
15217.9 _ SERIES GA 195 ALUMINUM TWIN
SH
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.
15217.10 SERIES GA 195 ALUMINUM TWIN
SH
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.
15217.11
SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
------------- - -----------------
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.
15217.12 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
i Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS.
Installation Instructions
EL15217 R5 II 08- Z247A.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 RS AE 512967A_pdf
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD
AND SILL 88 1/8X72
Installation Instructions
FL15217 R5 II 08-00255D.pdf
j FL15217 R5 II 08=00256D_pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 RS AE 510335D•pdf
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD
AND SILL 105 3/8X71
Installation Instructions
FL15217 R5 II 08-00049D pdf
FL15217 R5 II 08-00108D pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS217 R5 AE 510053D�. df
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI
48X72
Installation Instructions
FL1521.7 R5 II 08-00815D.pdf
FL15217 RS I1- 08-00816D.off
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 RS AE 511360C_pdf
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 55
1/8X90 5/8
Installation Instructions
FL15217 R5 II 08-02735 pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
F1-15217 R5 AE 513519.12-df
Created by Independent Third Party: Yes
i of 5 4/17/2018, 8:57 AM
Florida Building Code Online
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param�wGEVXQ..
15217.13 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
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.
15217.14 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
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.
15217.15 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
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.
15217.16 SERIES GA 275 THERMALLY
BROKEN ALUMINUM SH
SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
48X84
- - - - ----
Installation Instructions
FL15217 R5 II 08-02715.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 51349Z._pdf
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
36X60 FINLESS
Installation Instructions
FL15217 R5 II 08-02720.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 513504_pdf
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
48X72 FINLESS
Installation Instructions
FL15217 R5 II 08-02721.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 RS AE513505_pdf
Created by Independent Third Party: Yes
SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
48X84 FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No i_FI-15217 R5 II 08 G2722 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 RS AE 513506.odf
PRESSURE RATINGS. j Created by Independent Third Party: Yes
15217.17 ; SERIES GA 275 THERMALLY
j BROKEN ALUMINUM TWIN SH
— - - — -- - ------ — ---- -------
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.
SERIES GA 505 ALUMINUM SH
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.
SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN
SH NI 88 1/2X72
Installation Instructions
FL15217 RS II 08-00817D.pdf
FL15217-95_II 08-Q 0818 D. pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 511361C.pdf
Created by Independent Third Party: Yes
SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS
Installation Instructions
FL15217 R5 II 08-02723.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 513507.pdf
Created by Independent Third Party: Yes
15217.19 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS
Limits of Use { Installation Instructions
Approved for use in HVHZ: No FL15217 R5 II 08-02724.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 RS AE 513508.pdf
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.20 SERIES GA 505 ALUMINUM SH
SERIES GA 505 ALUMINUM SH NI 53 1/2X71 1/2 FINLESS
1 of 5 4/17/2018, 8:57 AM
r Iorlpa bullaipg cone Vntme
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=vGEVXQ.-
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.
Go to Page
Installation Instructions
I FL15217 R5 II 08-0272 5_pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15217 R5 AE 513509 odf
E Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a-mag address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
Credit Card
Safe `
i of 5 4/1.7/2018, 8:57 AM
alv ocscmanon oArE rrr-acrm
A ADDED EDGE DISTANCES 05/18/15 R.L.
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. WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMERANE 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 Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED RIGID PVC.
6. UNITS MUST BE GLAZED PER ASTM E1300-04.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED 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 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.
10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #40 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 INSTALLATION 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 #10 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.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
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 BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1./8- THICK MINIMUM
TABLE OF CONTENTS '
SHEET NO.1 DESCRIPTION
NOTES
ELEVATIONS
SIGNED: 0611812015
MI
ILort
100DO. CROSBY RDORS
CARROLLTON, TX 75006
\\\\\SIR ,o
_ v •�\GENy.��'9S�y
—*• 0 51�t' *=
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW
NON —IMPACT
_,D�_
NOTES
oof,• y`TAT OF • �¢,`
"IFS 'c<ORIOp;
awvm: owc r,o. I+Lv
J.l. 08 01�928 A
�i,7SIpNA'tE?O\�
are
'c"`E NTS 02/22/2013 1 OF 6
RENSIONS
84 MAX FRAME WIDTH
3" MAX 9 MAX
3^ MAX xcv 0[scawnpx wre ,wP60.m
O.C. I I A ADDED EDGE DISTANCES OS/18/IS R.L.
_ ANCHORS TO BE
M AX EQUALLY SPACED
� SEE CHART DEL.
FOR NUMBER CF
ANCHORS REQUIRED
84"
MAX
FRAME
HEIGHT
It / // // Rumba O/armor locappnsrpWrep
MpX Fame w-h (in)
Iwlgnl 26.o W..0 nap alp
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW �) Nd 0.0 JamD Has OJame H651 zo Hs 01amb
EXTERIOR VIEW
FIN INSTALLATION
DESIGNPRESSURERATUJG IMPACTRAT/NG 72p 5 9 ] 9 6 9 9 9
]d0 5 10 7 10 8 10 9 t0
±50PSF NONE er.p 5 0 ] 0 e 0 9 0
Maximum dOslgn pretitiv//e aap—.ly (pso
Ram• WWth (11 )
801ght 26.0 n0.0 I no 42.0
Ilnl 18p 60.0 1 no 66.0
Pas Np Pas Np PO Nag Pw Meg
50.0 H 50.0 760 60.0 w 750 50.06a.0Y6.0720 50.0 ]5.0506Tao W.0 700 WA 61.mm 60.9 50.0 55.7 50.0 50.p
SIGNED: 0611812015
MI WINDOWS AND DOORS \\ 1)11111I71/ 7
1001 W. CROSBY RD. R• Lp�i�
CARROLLTON, T% 75006 ��.,J •GEN,y��9s�
SERIES 5500 CHS SINGLE HUNG TWIN WINDOW _zz 051 •*=
NON —IMPACT — +{t//W�'(jI•ix•{r�_
NAIL FIN ELEVATION �p $TATOF
p6Avm: pac xp. 6EVF10RlD?
scHt NTS °"E 02/22/20138 �'280F 6 A
RF.tSON9
84" MAX FRAME WIDTH aLv OESCRPaOa a¢ 7Paa1m0
6 I W(I 6' A ADDED EDGE DISTANCES OS/18/IS R.L.
6" MAX I ' ANCHORS TO BE
EQUALLY SPACED
SEE CHART BELOW
FOR NUMBER OF
ANCHORS REQUIRED
MAXAX /
FRAME
HEIGHT ry^r }^r
/
t
'SERIES 5500 CHS SINGLE HUNG TWIN WINDOW
EXTERIOR VIEW
FRAME INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
t50PSF NONE
Maximum design prams capacity (psQ
Frame width (h,)
Height 2�,0 J00 35.0 1 I20
(ie) aa0 ao0 720 8a.0
Nq Poa NpP. Neg Np
$4.0 500 75.0 50.0 75.0 I 750 5075 .0 0
000 No 75.0 "t 75.0 50.0 ]SA 50.0 75.0
4a.0 50.0 75.0 50.0 75.0 50.0 75.0 50.0 70.0
720 50.0 ]5A 50.0 750 50.0 9.1 50.0 61.a
7a0 50.0 75.0 50.0 70.0 50.0 61.3 50.0 SS.I
-0 50.01 75.0 50.0 63.9 50.0 55.7 50.0 50.0
SIGNED: 06/7B/2015
Namxalashaml,reamji`j°lad MI WINDOWS
DOORS �\\\S1R11L70�
NRD
H.gm 2�.o Jao 34.0 1 420 CARROLLTON, TX 75006 �GE1;
:9fL
ON aso aa0 7zo ".0 �,�� �. F
HasJame Nas I.A,me Has Same Has .lame SERIES 5500 CHS SINGLE HUNG TWIN WINDOW 0 51 • * =
U..0 7 7 9 7 12 7 to 7 NON -IMPACT �1
4fl0sna e 1 7 1 10 1 7 12 7 15 7 FRAME ELEVATION !O STATE OF :�L�`
9 9 11 a 13 - 11 15 0
720 9 9 12 9 13 9 14 9 oPAvm: aac n0. RLv "�F •'OGOR10? • ��''���
u.o 10 10 n 10 12 10 13 10 su+E NTS °AiE 02/22/10138 s0"�7380F 6 A '���SSj�NAL1E?G��
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 /2" MIN.
EDGE DISTANCE
METAL
STRUCTURE
1 1/4 MIN. BY OTHERS
EMBEDMENT
I/4" MAX. J
SHIM SPACE
#30 WOOD
SCREW
INTERIOR EXTERIOR
TO BE SILL TO BE
IN A BED OF SET IN A
ROVED SEALANT BED OF
APPROVED
4" MAX. SEALANT
J SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
vr
3/4" MIN.
EDGE DISTANCE
/n" MAX.
SHIM SPACE
yJMIN.EDGEE 0DISTANCE
y10SMS OR
SELF DRILLING #10 SMS OR
SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
INTERIOR
I I/4" PAIN.
EMBEDMENT
F
1/2" MIN.
EDGE DISTANCE
#10 MOOD
SCREW
WOOD FRAMING
OR 2X BUCK
CBY OTHERS
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
HIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED., 0611812015 1
• 2 I/2" MIN.
EDGE DISTANCE.
oCscmr
CONCRETE/MASONRY 6•
A ADDED EDGE DISTMIC
BY OTHERS
°°
°• • °
1 1/4'' MIN.
OPTIONAL IX BUCK
EMBEDMENT
TO BE PROPERLY
8888
SECURED
i 1/4' MIN.
SEE NOTE 3 SHEET 1
EMBEDMENT
CONCRETE/MASONRY
1/1 MAX]
BY OTHERS
•
SHIM SPACE
r
OPTIONAL 1% BUCK
a 1/4" MAX.
TO BE PROPERLY
SHIM SPACE
3/1fi" TAPCON
SECURED
SEE NOTE 3 SHEET I
INTERIOR
3/16" TAPCON
d
EXTERIOR
INTERIOR
2 1�/2'
I
MIN.
�l
EDGE
a
DISTANCE
EXTERIOR
SILL TO BE
•
SET IN A BED
JAMB INSTALLATION DETAIL
OF APPROVED
CONCRETBMASONRY INSTALLATION
SEALANT
1 X BUCK
r I/4" MA%.
SHIM SPACE
Ail
NOTES:OPTIONAL
i0 8E PROPERLY
i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
SECURED
NOT SHOWN FOR CLARITY.
SEE NOTE 3 SHEET I
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS7M E2112
CONCRETE/MASONRY
BY OTHERS
e
•
MI WINDOWS AND DOD
1001 W. CROSBY RD.
CARROLLTON, TX 75006
SERIES 5500 CHS SINGLE HUNG TV
NON —IMPACT
FRAME INSTALLATION BETAI
VERTICAL CROSS SECTION
CONCRETFARASONRY INSTALLA 77ON
or+AwH: oxc �o.
HEAD AND SILL SHOWN JAMBS SIMILAR
�.L. 08-0192E
SIGNED: 0611812017 1
APPROVED SEALANT
DEHIND FlN 7 1/4" MIN.
EMBEDMENT
.#10 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/2" MIN J
EDGE DISTANCE 1-lF--ll 1 I I
EXTERIOR 1.1 1 � INTERIOR
1/2" MIN
EDGE DISTANCE
#10 WOOD
SCREW
APPROVED SEALANT -,.._-...__.
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK 114STALLA77ON
HEAD AND SILL SHOWN JAMBS SIMILAR
1/4' MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
WOOD FRAMING
,y
1I4" MAX
BY OTHERS
SHIM SPACE
pto WOOD
SCREW
INTERIOR
1 I/4"
j,
MIN.
EMBEDMENT
-1 0�
f
IUfl�i.�_
APPROVED SEALANT
BEHIND FIN
Ll
1/2" MIN
EXTERIOR
EDGE DISTANCE
JAMB
INSTALLATION DETAIL
WOOD FRAMING
OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 06/18/2015 1
CITY OF
SkNFORD
PERMIT APPLICATION
BUILDING DIVISION
Application No:
Documented Construction Value: $ ..-93--6 0, V C)
Job Address: k4. / A-ze, Historic District: Yes ❑ Noa-,!
Parcel ID:
Type of Work: New ❑ Add -
De tion of Work:
,<flnr) C1�
Plan Review Contact Person:
Phone:
Name
Street:
City, State Zip:
Residential [Commercial ❑
❑ Alteration ❑ Repair Demo ❑
Fax:
Title:
Email:
Property Owner Information
Phone:
of Use ❑ Move ❑
Resident of property?:
Contractor Information
Name d Mn__" /11)e_r Phone: ' �� 3_ % e
Street:J 3,)
City, State Zip: I`2 3,2 7 2r;
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
State License No.:, ar, v �.) %.J
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -St e o#Ftoct
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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:
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: