HomeMy WebLinkAbout2403 Sanford Ave 17-1439; WINDOW & DOOR REPLACEMENTW
MAY 172017 ,
By% — —
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No
Documented Construction Value: $
Job Address: Z 0 _ S Son(U 4; Historic District: Yes No
Parcel ID: 3 i— I `'l — 3 I 1 — 000 Q— 00 Z 0
Type of Work: New addition Alteration Repair N
Description of Work
Plan Review Contact Person:
Phone: Q10--Fax:
i
r
Residential Commercial
Demo(( Change of Use Move
Title: P' e S
Email: 1j-Par r(r) (1eS+&)Cn S 0 r'
C
Property Owner Information
Name 1 G q ,p C- e r Phone:
Street: 11 03 S < n.Crr Resident of property? : C
City, State Zip: Scy .r L rc, m n Contractor
Information Name !
n C 1 ,rr Phone: qly — `' ) --Soo Street: Z
I-,-, Lc /N n C
S
0 r Fax: City, State
Zip: W i nyel- 1 t l l - Zn1 State License No.: C . 1 Z% 1) 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: 51" Edition (2014) Florida Building Code 1 Revised: June
30
2015 Permit Application 41
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 ork will
be done in compliance with all applicable laws regulating constructio nd zonin .
Si ature of Owner/Agent Date Signature of Contractor/Agent Date
Ic.i , ( KC (On if
Print Owner/Agent's Name Print Contractor/Agent's Name
ate Signature of No Date
OM
LETICIA MORALES PARRA ;•s; 1YpY4' ; LETICIA MORALES PARRAMYCOMMISSION # GG 097101 ' ' MY COMMISSION # GG 097101EXPIRES: April 23, 2021 EXPIRES: April 23, 2021BondedThruNotaryPublleUnderwriters ''OF d°P• Bonded Th otary Public Underwriters
Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID F 5Sp-$o- 03o-D Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building N Electrical Mechanical W 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:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - It of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5F S t %-11
COMMENTS: * M6-C 1' ,J1C 'L
Revised: June 30, 2015 Permit Application
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: Lih
I hereby nai
an agent of
Name of Company)
to be my lawful attorney -in -fact to act for to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and appliatigq for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: lrr""7n, (7g r
State License Number:
Signature of License 1-1
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of p,/ 7
200a, by s' who is zperson 1 y known
to me or who has p duced as
identification and who did (did not) take an oath.
Notary Seal)
A:Po•. LETICIAMORAlESPARRA
MY COMMISSION # GG 097101
EXPIRES: April 23, 2021r
o € °• n1ei Thr, Notary Public Underwriters
Rev. 08.12)
Signature
le /"Gr 4 S elt r rck
Print or type name
Notary Public - State of ,E e ,'
Commission No. 6 G Oq 7 0
My Commission Expires: ;
City of Sanford
F, D. Doors -Windows ApplicationChecklist
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:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
Two (2) copies of the floor plan indicating size, type and location of windows/doors.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code
requirements.
February 2015
5/17/2017
Brian Farr
BFARR Enterprises
3123 Lowndes Dr
Winter Park FL 32792
Michael Foster
2403 S. Sanford Ave
Sanford FL 32771
Estimate 0000059 from Brian Farr
ESTIMATE
Estimate # 0000059
Estimate Date 03/29/2017
Item' Descrtptton Unit Price:',. Quantity.:, Amount
Demo 2 ton AC system and replace with 4 ton, 16 searwith 2600.00 1.00 2,600.00
heat pump and wi-fi thermostat. Verify all existing duct
work is in working order.
Material for above 3000.00 1.00 3,000.00
Demo and replace existing fence. Including South and East 1500.00 1.00 1,500.00
sides of back yard, as well as, section adjacent to driveway.
Includes 1 drive through gate and 2 walk through gates.
Material for above 2000.00 1.00 2,000.00
Demo and replace 12 windows. 1600.00 1.00 1,600.00
Material for above 4300.00 1.00 4,300.00
Demo and replace one 6' sliding glass door. 550.00 1.00 550.00
Material for above 650.00 1.00 650.00
Demo and replace one set of 5' wide "French" doors. 900.00 1.00 900.00
Material for above 1300.00 1.00 1,300.00
Demo and dispose Southern most shed in back yard. 700.00 1.00 700.00
Material for above 50.00 1.00 50.00
Repair miscellaneous wood rot/damage to fascia. 300.00 1.00 300.00
Material for above 50.00 1.00 50.00
Demo and dispose rotten/damaged roof over front porch. 500.00 1.00 500.00
Leaving trusses as an open pergola.
Material for above 100.00 1.00 100.00
Demo and dispose the built in shelving and wing walls in 170.00 1.00 170.00
office(Labor)
Material for above 30.00 1.00 30.00
Repair wall between kitchen and laundry room. 255.00 1.00 255.00
I
https://www.aynax.com/printEstimate.php 112
5/17/2017
Estimate OM59 from Brian Farr
Material for above
120.00 1.00 120.00
Install one cover plate over open box on backside of the
house
90.00 1.00 90.00
Material for above
10.00 1.00 10.00
permitting for above
750.00 1.00 750.00
NOTES: There are no structural repairs or structural work included in this bid. There is only a buildingpermitrequiredforabovescopeofwork.
Ile G/ Subtotal 21,525.00
F^f-- Total 21,525.00
Amount Paid 0.00
Estimate $21;525.60
httpsJ/www.aynax.com/printEstimate.php
212
V " THIS INSTR E%PREP BY
Name: t'1
Address:
NOTICE OF COMMENCEMENT
1I I i iif f tf t l t 6tlll 1@I6I t16t tH,t
GRANT tIAL(J`t f aEtllhdOI_.1 C:uLh1"i Y
CLi::RK OF i:iRCIJ1.`{ C:iJURt ?: CO IP`fR0't.LEL,
CLERK'S Y Pi",
RECORDLD
R(:-,C;t)RD].h1G (Ei siw i th,
iiiy
REtORDED By
State of Florida
County of Seminole
Permit Number: Parcel ID Number: I — G Zd
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the prqperty and street address if available)
31-1C)-i S1-doZSO -00-10
GEN RAL DESCRIP/yIONN OF IMPRQVEMENT:
C/1 e/o 1 FGC /' Cic C t -
OWNER
1/59
Address: L`1 V .30rNrcrc-4 wont—C-r C) i c— .3 1 r I I
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRE
Name:
Address:
Cr
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
oay} SL
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE G)F /
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713. y
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. `'.\5p W
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIR4tiT
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY,
SAS
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. u
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are trui cr- Cr vtothebestofmykwledgeandelief.
s( IC''(/V r S t
WOwnersSignlureOwnersPrintedNamer
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead." UJ
u
a
State of O r fG(G Countyof v
The
foregoing instrument was acknowledged before me this day of r 2U by
9 ' A9 P i/ A(195 In Who is personally known to me Name
of person making state ent C Q OR
who has produced identificationR;pe of identification produced: N:"•"
Yoe;• LETICIA MORALES PA RRA My
COMMISSION # GG 097101 Notary signs PEXPIRES: April 23, 2021 t°
Bonded Thru Notary Public Underwriters
Closing Disclosure
Closing Information
Date Issued 5/312017
Closing Data 5/412017
Disbursement Date
Settlement Agent Kass Shuter, P.A.
File # 173797
Property 2403 Sanford Avenue
Sanford, FL 32771
31-19-31-517-0000-0020)
Sale Price 146,000.00
SELLER'S TRANSACTION
M. Due to 1Se6 ' ' I r at Clear n 6;000'6
Sale Price of Property 00000. 146..
Sale Price of Any Personal Property Included In Sale
Adjustments for Items Paid by Seller In Advance
CItYrFawn Taxes 5/4/2017 to ltl 12018
k..'county Taxes 514/2017 to 1/112018
Assessments 51412017 to 1/1 /2018
WDuw
Excess Deposit
Closing Costs Paid at Closing (J) 11,022.68
Existing Loan(s) Assumed or Taken Subject to
P13YO6 of First Mortgage Loan
Payoff or Second Mortgage Loan
Seller Credit
M title Premium Adjustment
Adjustments; for Items Unpaid by Sailer
1i) , 7
County Taxes 11112017 to 5/4/2017 @ S2,422.98IYear S816.51
Assessments 11112D17 to 5/412017
Total Due to Seller at Closing (M) 146.0=00
Total Due from Seller at Closing (N) 12,403.51
Cash toClose From R]TaSeller 133,596.49
Closing Disclosure
Transaction Information
Borrower Heather Faster and Michael Faster
2403 Sanford Avenue
Sanford, FL 32771
Seller WIft Fare. Bank. N.A. . T.m. (m th. MASTR
A --I B.I*.d S—M l T.0 2W7-NCW M.MIIga
P4-ThMU9h UdfffpsteS SOCS 2007-MCW
d. sped.Iltee L.- S d a LLC
9742 "Ce"I Blvd, Salla 3DD
Highlands R.Lh, CO 60129
l,qqnt 6taffiftfia
Name Barnett Realty
Address 4776 New Broad St 201
Orlando, FL 321114
FL License ID
Contact Christina Munkberg
Contact FL License ID
Email ristina@bamettrealtypm.com
Phone 407) 579-SDDO
Broker(S):
Name Carolyn Moriarty & - Company, Inc
Address 311 Maitland Avenue
Altamonte Springs, FL 32701
FL Ucensa.ID
Contact Carolyn Moriarty
Contact FL License ID
Email carolyn@carc)lynmodarty,com
Phone 407)252-5457
Name 1Kass Shuler, P.A.
Address 1505 North Florida Ave
Tampa, FL 33602
FL License ID
Contact
Contact FL License ID
Email closingsl@kasslaw.com
Phone 1(813)229-0900
QUeStJons? If you have questions about the
loan terms or costs on this form, use the contact
information below. To get more information or
make a complaint, contact the Consumer
smo Financial Protection Bureau at
WWW.Consumerfinance.gov/morigege-closing
Page I of 3
A.1 Origination Charges 3
B. Seivlces 8arroiverDM NotShop For',n r "
it,
I
C _Services soriower Did Sfiop For ': f
Lien Search to Lien Search Pius Inc j $150.00
Tide Abstract or title search to Kass Shuler, P.A. 300.QOj $0.00
Tide Lender's Tide Insurance to Kass Shuler, P.A. (Westcor Land Title Insurance Company: $105.00) I
Title - Settlement or clasing fee to Kass Shuler, P.A.
At Closing `:. „ 8efare.Ciosing--`
E. Taws and Other Government Fees 'jf t
State Deed Tax/Stamps to Seminole County Clerk of Courts S1,022.00!
FJPrepelds t i ' ji
t
G Inlilal Escrow'Payment et Closing
H Other
Management Fee to SAM LLC 1,825.00
Real EsateCommision.to 6men Real ... __.._... ... ..,.. ... 4,015700 Real
Estate Commission to Carolyn Moriarty 8 Company, Inc I $2,920.00 Servlcer
Deed to S0.00 Title -
Owner's Title Insurance to Kass Shuler, P.A. (Westcor Land Title insurance Company: $241.50) 290.68) J:
70TALCLOSING,COSTS.;t F ;;, 11,022.68i $0.00 Closing
Disclosure Page 2 of 3
Supplemental Page
By signing '—fi-ning that you have received this form.
By:
Jeffrey euwden, A2sisunt Vice President
WELLS F Date
THE MASTR ASSET BACKED SECURITIES
TRUST 2007-NCW MORTGAGE PASS -THROUGH
CERTIFICATES SERIES 2007-NCW
Closing Disclosure Page 3 of 3
Prepared By:
Richard S. McIver, Esquire
Kass Shuler, PA
PO Box 800
Tampa, FL 33601
File No: 173797
Parcel No.: 31-19-31-517-0000-0020
SPECIAL WARRANTY DEED
THIS INDENTURE, made this loth day of March. 2017, between Wells Fargo Bank, N.A. as Trustee for the MASTR Asset Backed
Securities Trust 2007-NCW Mortgage Pass -Through Certificates Series 2007-NCW, whose mailing address is c/o Specialized
Loan Servicing LLC, 8742 Lucent Blvd, Suite 300, Highlands Ranch, CO 80129, herein called Grantor, and Heather Foster and
Michael Foster, wife and husband, whose mailing address is 2403 Sanford Avenue, Sanford, FL 32771, herein called Grantee,
When used in this instrument, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural)
W 1 T N E S S E T H: Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other
valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and
confirms unto Grantee, his/her/their heirs, legal representatives, successors and assigns, all that certain land, situate in Seminole
County, Florida, to wit:
Lots 2 and 3, South Park Sanford, according to the plat thereof, recorded in Plat Book 3, Page 62, of
the Public Records of Seminole County, Florida.
and
Beginning at the Southwest corner of Lot 84, Rose Court Addition to the City of Sanford, according to
the Plat thereof, as recorded in Plat Book 3, Pages 3, 4 and 5, Public Records of Seminole County,
Florida, run East along the South line of said Lot 84, 88.30 feet, thence run North 11 degrees 47'30"
West 73.78 feet to the North line of said Lot 84, thence run Westerly along said North line and a curve
concave Northerly, having a radius of 200 feet, a central angle of 14 degrees 42'21" a chord bearing of
South 88 degrees 30'39" West, an arc distance of 51.33 feet, thence run Southwesterly along a curve
concave Southeasterly, having a radius of 20 feet, a central angle of 95 degrees 51'50", a chord bearing
South 47 degrees 55'55" West, an arc distance of 33.46 feet, thence run South 51 feet to the Point of
Beginning.
AKA: 2403 Sanford Avenue, Sanford, FL 32771
Subject, however, to all covenants, conditions, restrictions, reservations, limitations, easements of record if any and taxes and
assessments for the current year and subsequent years, and to all applicable zoning ordinances and/or restrictions and prohibitions
imposed by governmental authorities, if any.
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
AND Grantor hereby covenants with said Grantee, that it is lawfully seized of said land in fee simple; that it has good right and
lawful authority to sell and convey said land, and that it hereby fully warrants the title to said land and will defend the same against the
lawful claims of all persons claiming by, through or under the Grantor.
173797 7 W
IN WITNESS WHEREOF,, first party has signed and sealed these present as of the date first set forth above.
Signed sealed and delivered in our presence:
Grantor:
WELLS FARGO BANK, N.A. AS TRUSTEE FOR THE MASTR
Witness ASSET BACKED SECURITIES TRUST 2007-NCW
Printed Name C/lit MORTGAGE PASS THROUGH CERTIFICATES SERIES
2007-NCW
By: Specialized Loan Servicing, LLC as Attorney in Factpursuantto
Limited Power of Attorney, dated June 17, 2015 and recorded in
O.R. Instrument 2015110629754, Book 29797, Page 3641 of the
Public Records of Miami -Dade County, Florida,
By: Specialized Asset Management, LLC, as Attorney in Fact,
pursuant to Limited Power of Attorney, dated January 25, 2016andrecordedinO.R. Instrument 2016132680, Book 23991,
Page 1799 of the Pubi' Records of Hillsborough County,
Florida. cI
Print Name:
Witn \\
Title:
Printed Name: cY`t C Ylt )4As an authorized signatory per Certificate dated January 25, 2016
Bernadette Fleming, Second Assistant Vice President Colorado
Specialized Asset Management, LLC State
of as Attomey in Fact County
of ^)gafflas— For Specialized Loan .SerVICInCI LLC Sr
S t(—, 2017, by The
forego, instrument was sworn to and subscribed befoof Specialized re
me iAsset Management, LLC as Attorney m Fact for 1
as ^J Specialized
Loan Servicing, LLC Attomey in Fact for Wells Fargo Bank, N.A. as Trustee fersonnlASknownsstoBmetor produced Trust2007-NCW Mortgage'Pass-Through Certificates Series 2007-NCW. He/She is P personally A0.
as identification and certified to the Grantee and me that said Powers of Attorney and Certificate, each remains
in full force end effect and has not been amended, rescinded or r ' nd that he/she is an authorized signatory for Specialized
Asset Management, LLC, under such Powers of Attorney and rtificete, an executed said instrument in such capacity for said
entity. Notary
Public Print
Name: i.
atnrr 5anf1 My Commission No,: AMANDA
NISHI NOTARY
PUBLIC STATE
OF COLORADO NOTARY
ID 20054061814 MY
COMMISSION EXPIRES SEPTEMBER 25, 2011 . 173797
JW
5/11/2017
Door and Window Plan.jpg
2403 S. Sanford Ave
Door and Window Plan
A - 5' French Doors.
B - 6' Sliding Glass Door
1- Vinyl Single Hung, 53 x 38 Approx
2 - Vinyl Single Hung, 53 x 50 Approx
3 - Vinyl Sliders w/ Fixed, 107 x 62 Approx
4 - Vinyl Single Hung, 53 x 50 Approx.
5 - Vinyl Single Hung, 53 x 50 Approx
6 Vinyl Single Hung, 53 x 50 Approx
7 - Vinyl Single Hung, 53 x 50 Approx
8 - Vinyl Single. Hung, 53 x 50 Approx
9 Vinyl Single Hung, 19 x 26 Approx
10 - Vinyl Single Hung, 53 x 51 Approx
11- Vinyl Single Hung, 53 x 63 Approx
12 - Vinyl Single Hung, 36 x 38 Approx
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Replace 12 Existing Windows
1-12)
Replace 1 Existing French Door
A)
Replace 1 Exsting Sliding Glass Door
B)
https://mail.google.com/mail/u/0/M`nbox/15br7ic33bfOl58d?projector=l 1/1
5/11/2017 Fence Plan.jpg
IM
BOUNDARYSURVEY
GRANDVIEW AVENUE
UNDETERMINED R/W IMPROV
OUND 3/4"
ED
yr IRON PIPE i'2 FOUND 112°
RONROD
0.8'n
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IRON ROD j SURVEY NOTES
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CORER Z OVER THE PROPERTY LINE ON THE
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2403
S. Sanford Ave Fence Proposal Replace
all existing fence(Blue Line) with new fence. Approximately 300' linear feet of fence
with 3 walk-through gates and 1 drive -through gate. Fence material will be pressure
treated 4" board on board wood fencing, panels will be 6'H x 8'L with 4x4" pressure
treated posts. Walk-
through gate: 1-3 Drive -
through gate: A CURVE
TABLE CURVE
LENGTH. RADIUS DELTA C1
33.46' 20.00' 95'S1'21" C2
51.33' 200.00' 14'42'18" https://
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5/11/2017 Door and Window Plan.jpg
2403 S. Sanford Ave
Door and Window Plan
A - 5' French Doors
B - 6' Sliding Glass Door
1 - Vinyl Single Hung, 53 x 38 Approx
2 - Vinyl Single Hung, 53 x 50 Approx
3 - Vinyl Sliders w/ Fixed, 107 x 62 Approx
4 - Vinyl Single Hung, 53 x 50 Approx.
5 - Vinyl Single Hung, 53 x 50 Approx
6- Vinyl Single Hung, 53 x 50 Approx
7 - Vinyl Single Hung, 53 x 50 Approx
8 - Vinyl Single Hung, 53 x 50 Approx
9 - Vinyl Single Hung, 19 x 26 Approx
30 - Vinyl Single Hung, 53 x 51 Approx
11- Vinyl Single Hung, 53 x 63 Approx
12 - Vinyl Single Hung, 36 x 38 Approx
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Replace 12 Existing Windows
1-12)
Replace 1 Existing French Door
A)
Replace 1 Exsting Sliding Glass Door
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Validator / Operations. Administrator)
MI Windows & Doors, Inc.
P.O'. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-08
LC-PG35*-914x1880 (36x74)-H
Negative Design Pressure = -50 psf
COMPANY AND CODE CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
MI Windows & Doors, Inc.
3540 SH (FINLESS) FRAME SASH
11437 PVC)(O/X)(IG)(INS GL) 914 mm x 1880 mm 865 mm x 926 mm
Code: MTL
IL-
REINF)(TILT)(ASTM) 3'0" x 6'2") 2'10" x 3'0")
2. This Certification will expire August 28, 2017 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: C7326.01-109-47
Date of Report: September 17, 2013
Date: September 18, 2013
Cc: AAMA
JGS
ACP-04 (Rev.1/11)
Validated for Certification
h' 4aL
A oci ted Laboratories, Inc.
Authorized for Certification
American Architectural Manufacturers Association
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING iS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIM AS REQUIRED AT WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cc-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 ELEVATION
3 — 5 INSTALLATION. DETAILS
REVISIONS
DESCRIPTION DATE APPROVED
REVISED PER NEW TESTING 01/08/14 R.L.
REVISED INSTALLATION DETAILS 09/15/15 R.L.
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS. AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1 /8" THICK MINIMUM
SIGNED: 0911512015
AND DOORSMssoIwDOWEST R I''
0MARSTREET
r,
GRATZ, PA 17030-0370 GENSF cn
i+r• p51 *= SERIES3240/3540 FLANGE PVC SINGLE HUNG STEEL
REINFORCED WINDOW NON —IMPACT 36"x74" NOTES
pO•• TAT OF i
FS'c[pR110 `i' DRAWN: DWG NO. REV TJH
08 0"E-
2
B NAL1ti` SjONTSEOSCALEDAT5/23/11 510F 5
36" MAX. FRAME WIDTH
4" MAX. — --- --{ 4" MAX.
I
4" MAX.
SEE ANCHOR CHART
THIS SHEET FOR UNIT
SIZE AND ANCHOR
QUANTITY
22"
MAX.
O.C.
O 74" MAX.
FRAME
HEIGHT
1_
33 3/8"
MAX. SASH
HEIGHT
X
4" MAX.
SERIES 324013540 FLANGE PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
35.0 PSF
50.0 PSF
NONE
REVISIONS
REV I DESCRIPTION DATE APPROVED
IAREVISEDPERNEWTESTING01 /08/14 R.L.
REVISED INSTALLATION DETAILS 09/15/15 1 R.L.
NUMBER OF ANCHOR LOCATIONS REQUIRED
Frame. Forme Width (in)
Height 18.00 24.00 30.00 36.00
0n) Head Jamb Head Tomb Head Tomb Head Jamb
24.00 2 2 2 2 2 2 2 2
30.00 2 2 2 2 2 2 2 2
36.00 2 2 2 2 2 2 2 2
42.00 2 3 2 3 2 3 2 3
48.00 2 3 2 3 2 3 2 3
54,00 2 3 2 3 2 3 2 3
60.00 2 3 2 3 2 3 2 3
66.00 2 3 2 3 2 3 2 4
71.00 2 3 2 3 2 4 2 4
74.00 1 2 3 1 2 3 2 4 2 4
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON —IMPACT 36"x74"
ELEVATION
DRAWN: DWG. NO. REV
TJH 08-01252 B
SCALE NTS IDATE 05/23/11 ISHEET2 OF 5
SIGNED: 0911512015
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
1/2" MIN,
EDGE DISTANCE
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 01/08/14 R.L.
B REVISED INSTALLATION DETAILS 09/15/15 R.L.
1 1/4" MIN.
EMBEDMENT
C]F
1/4 MAX.
0 o SHIM SPACE
1 1 /4" MIN. _ 1 /4 MAX.
EMBEDMENT SHIM SPACE GVL-451-020
8 WOOD SCREW REINFORCEMENT
RF-104S-020 T
REINFORCEMENT 1/2" MIN.
o INTERIOR
EDGE DISTANCE
GVL-451-020
REINFORCEMENT 47 il -
8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
ERIOR
GVL-451-020
REINFORCEMENT
SILL TO BE SET
IN A BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
r
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0911512015
MWINDOWSANDSTREET liLro''. S RGRATZ, PA
17030-0370 GENSFgit+' py8 2b1 *'
SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED
WINDOW NON -IMPACT 36"x74" INSTALLATION DETAILS
DRAWN: DWG
N0.TJH 08
B Ojr ONAl1E X` SCAR NITS
O5/23/11 SHEET 5
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
MET
STRUCTUI
BY OTHEI
5/8" MIN.
EDGE r- DISTANCE
1/4 MAX.
SHIM SPACE
8 SMS OR
SELF DRILLING
SCREW
RF-104S-020
REINFORCEMENT
GVL-451-020
REINFORCEMENT
ERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
51-020
RCEMENT
TO BE SET
BED OF APPROVED
ISTRUCTION ADHESIVE
1/4 MAX.
SHIM SPACE
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 01./08/14 R.L.
B REVISED INSTALLATION DETAILS 09/15/15 R.L.
1/4 MAX. GVL-451-020
SHIM SPACE REINFORCEMENT
5/8" MIN. INTERIOR
EDGE DISTANCE o
i
8 SMS OR OF
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0911512015
MWINDOWS AND DOORS sso
STREET JSRto GRATZ,
PA 17030-0370 C*
II
NOENg**-
y,% 0
51 SERIES3240/3540 FLANGE PVC SINGLE HUNG STEEL
REINFORCED WINDOW NON -IMPACT 36"x74" INSTALLATION
DETAILS TAT OF t. '
P(pR OP• \ DRAWN: DWG 110. REV TJH
08-01 252 B//SS..... l G iiil0NAt1E\- SCALENITSIDATE05/23./11 SHEET OF 5
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
SEE NOTES 3-7
SHEET 1
APPROVED
SEALANT
EXTERIOR
2 1/2" MIN.
EDGE DISTANCE
d
o d n
d. _
d
1+
OO O
4 MAX.
SHiIM SPACE
0 0
3/16" TAPCON
RF-104S-020
REINFORCEMENT
GVL-451 -020
REINFORCEMENT
PRIOR
1 1/4" MIN.
EMBEDMENT
II
GVL-451 -020
REINFORCEMENT
SILL TO BE SET
APPROVED IN A BED OF APPROVED
SEALANT ® CONSTRUCTION ADHESIVE
0 0 "
OPTIONAL 1X BUCK
MAX.
HIM
SEE NOTES 3-7
SHIM SPACE
SHEET 1
rI
CONCRETE/MASONRY
BY OTHERS
day ° °
d
a a 4 da
4'
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW TESTING 01/08/14 R.L.
B REVISED INSTALLATION DETAILS 09/15/15 R.L.
1 MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3-7 °
SHEET 1
1/4 MAX.
3/16" TAPCON ° SHIM SPACE
El
GVL-451-020
REINFORCEMENT
v
INTERIOR
o 0
2 1 /2"—
MIN.
EDGE
DISTANCE
APPROVED
EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
SIGNED: 0911512015
M650WINDOWSDOORSSTREET till
toy%
o, MARKEDP, Sv
GRATZ, PA 17030-0370 GENS" 9s+% 0
51 SERIES3240/3540 FLANGE PVC SINGLE HUNG STEEL
REINFORCED WINDOW NON -IMPACT 36"x74 INSTALLATION
DETAILS 10 • TAT OF i
FS COR10P; G\. DRAWN: DWG NO. REv JHDATE
08 B i is pNAL1E X` s01252NTS05/23/11 5 OF 5
Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
ANN-
A
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approvalisbasedonsuccessfulcompletionoftests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
AAMA/WDMA/CSA 101/I.S.2/A440-08 RECORD OF PRODUCT TESTED
R-PG50-1816x2019 (72x80)SD
COMPANY AND CODE I CPD NO. I SERIES MODEL & PRODUCT
DESCRIPTION
MI Windows & Doors, LLC 1610 SGD
Code: MTL 8215 (PVC)(OX)(OG)(INS GL)
REINF)(ASTM)
MAXIMUM SIZE TESTED
FRAME PANEL
1816mmx2019mm 905mmx1943mm
6'0" x 6'8") (3'0" x 6'5")
2. This Certification will expire January 27, 2021 (extended from January 27, 2016 per AAMA 103-15) and requires validation until thenbycontinuedlistinginthecurrentAAMACertifiedProductsDirectory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: B6651.01-109-47
Date of Report: February 21, 2012
Date: December 28, 2015
Cc: AAMA
JGS
ACP-04 (Rev.1/11)
Validated for Certification
A 4-;t-
A,(!Oci ted Laboratories, Inc.
Authorized for Certification
Ameri Architectural Manufacturers Association
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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,
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, WITH SAFETY GLAZING.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND 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 FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
11. FOR FRAME ANCHORING 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.
12. FOR FIN ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AR 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 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
I TABLE OF CONTENTS i
I SHEET NO.I DESCRIPTION
1 NOTES
2 ELEVATIONS
3 — 6 INSTALLATION DETAILS
REVISIONS
DESCRIPTION DATE APPROVED
REVISED INSTALLATION DETAILS 07/29/15 R.L.
SIGNED: 0713012015
MIWINDOWSIWEST AND DOORSTREET IR1I.
t o - ARs / GRATZ,
PA 17030-0370 v••GENSh•.cP 0
51 * 1610PVCPATIODOORNON —
IMPACT j0 ( NOTES
TAT OF k 0.
i'
c(ORIO' G DRAWN: DWG NO. REV 08
A SCALE
NITS 12/19/12 SHEE$180F 6
I
Ff
HE
72" MAX FRAME WIDTH
5" MAX --
9 1/2 _
MAX O.0
6„ 1
6" M
00 j
10 1
MAX
G„
T
IAX
AME OIGHT
v
6"
SERIES 1610 PVC PATIO DOOR
EXTERIOR VIEW
FRAME INSTALLATION
72" MAX FRAME WIDTH
2" MAX
n F
7" MAX O.0 2" MAX
IAX
2" MAX
aX
2"
I.0
MAX
80"
MAX
FRAME
HEIGHT
j
j
00
O
j
SERIES 1610 PVC PATIO DOOR
EXTERIOR VIEW
NAIL INSTALLATION FULL PERIMETER
DESIGN PRESSURE RATING IMPACT RATING
50.OPSF NONE
ff,
7" J
MAX O.C.
4 2" MAX
2
I
Ff
HE
REVISIONS
DESCRIPTION DATE APPROVED
REVISED INSTALLATION DETAILS 07/29/15 R.L.
72" MAX FRAME WIDTH
MAX 7" MAX O.0 --{ 2
2" MAX
j
O" jMAX O.C.
IAX
AME
IGHT
v
O
r 2" MAX
SERIES 1610 PVC PATIO DOOR
EXTERIOR VIEW
NAIL INSTALLATION NO SILL ANCHORS
NOTES:
PANEL SIZE: 35 518" x 76 112"
DLO SIZE: 30 118" x 71 112"
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
1610 PVC PATIO DOOR
NON -IMPACT
ELEVATIONS
DRAWN: DWC NO.
V.L. 08-01878
SCALE NTS I DATE 12/19/12 1 SHEET OF 6
SIGNED: 0713012015
R I IL 0 1%
EN q p
o 5
TAT E OF
k\
REv i F•. ORiaP• Z'
A
x%S NAl1E0
WOOD FRAMING
OR 2X BUCK
BY OTHERS
10 WOOD
SCREW
EXTERIOR
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
JCE
MIN.
JIENT
1 3 ,..
EMBI
1/2
EDGE I
10 WOC
SCRE
WOOD FRAMIII\
OR 2X BUC
BY OTHEF
BE SET
D OF
ED CONSTRUCTION
E
4" MAX.
IM SPACE
REVISIONS
DESCRIPTION DATE APPROVED
REVISED INSTALLATION DETAILS 07/29/15 1 R.L.
GA I CnIVn
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
1610 PVC PATIO DOOR
NOTES: NON -IMPACT
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INSTALLATION DETAILS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO.
DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. 08-01878
SCALE NTS IDATE 12/19/12 1 SHEET OF 6
EL
REINFORCEMENT
W-ND-H4013M-B001A
SIGNED: 0713012015
METAL
STRUCTURE
BY OTHERS
EXTERIOR
META
STRUCTUR
BY OTHER
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
3/4" MIN.
EDGE DISTANCE
OR
LING SCREW
3/
EDGE
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
E SET
OF
CONSTRUCTION
REVISIONS
REV DESCRIPTION DATE APPROVED
A I REVISED INSTALLATION DETAILS 07/29/15 1 R.L.
filVID 11VO I MLLM I IL/IV L/C I MIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT. SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN:
V.L.
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
1610 PVC PATIO DOOR
NON —IMPACT
INSTALLATION DETAILS
DWG NO.
08-01878
NTS °ATE 12/19/12 sREET4 OF 6
REINFORCEMENT
W—ND—H4013M—B001—A
SIGNED: 0713012015
0
1Ar •o 51 1r
TAT E OF
o•'c 0R10P•
NAL G\
DISTANCEREVISIONS
REV
DESCRIPTION EDGEDATE APPROVED CONCRETE/
MASONRY A REVISED INSTALLATION DETAILS 107/29/15- R.L. BY
OTHERS a 1
1/4" MIN. OPTIONAL
1X BUCK 4.°. EMBEDMENT
1
1/4" MIN. /4" MAX. TO
BE PROPERLY SECURED
EMBEDMENT
SHIM SPACE SEE
NOTE 3 SHEET 1 1 CONCRETE/
MASONRY D
BY OTHERS 1/
4" MAX. OPTIONAL 1X BUCK Q
SHIM SPACE TO BE PROPERLY INTERIOR SECURED
3/
16" TAPCON SEE
NOTE 3 SHEET 1 3/
16" TAPCON a
2
1 /2" MIN. °
EDGE
EXTERIOR
INTERIOR DISTANCE oq EXTERIOR
u
U JAMB INSTALLATION DETAIL CONCRETE/
MASONRY INSTALLATION SILL
TO BE SET IN
A BED OF APPROVED
CONSTRUCTION n
ADHESIVE OPTIONAL
1X BUCK TO
BE PROPERLY SECURED
SEE
NOTE 3 SHEET 1 CONCRETE/
MASONRY BY
OTHERS VERTICAL
CROSS SECTION CONCRETE/
MASONRY INSTALLATION- 1/
4" MAX. SHIMSPACE
MI WINDOWS
AND DOORS 650 WEST
MARKET STREET GRATZ, PA
17030-0370 1610 PVC
PATIO DOOR NOTES: NON -
IMPACT 1. INTERIOR
AND EXTERIOR FINISHES, BYOTHERS, . INSTALLATION DETAILS NOT SHOWN FOR
CLARITY. 2. PERIMETER AND
JOINT SEALANT BY OTHERS TO BE _ DRAWN:. DWG NO. DESIGNED IN ACCORDANCE
WITH ASTM E2112 V.L. 08-01878 SCALE NTS I
DATE 12/19/12 1 SHEET OF 6 SIGNED: 0713012015 S\
11 1II
o/ ///
o51 TATE OF .
REV 'cF'
c(.ORIQP• \'\
A
APPROVED SEAL/
BEHIND
6 WOOD
SCREW
3/8" MIN
EDGE DISTAD
EXT
3/8" MIN
EDGE DISTAI\
6 WO
SCR
APPROVED SE
BEHIND FIN
i 49I iR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR NO SILL ANCHORING
REFER TO SHEETS 3 AND 5
HOOD
RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
31OR
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 07/29/15 I R.L. '
WOOD FRAMII,
BY OTHEF
1
N
EMBE
6 WOOD
SCREW
APPROVED SEALANT
BEHIND FIN
3/
EDGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR: FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERS AND JOINT SEALANT BY OTHERS TO BE DRAWN:
DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L.
scALE NTS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
1610 PVC PATIO DOOR
NON —IMPACT
INSTALLATIONS DETAILS
Dwc No.
08-01878
DATE 12/19/12 1 SHEET OF 6
SIGNED: 0713012015
J\
1R11ILL..
4f i
GEN`s*.-yd
0,,6981
TATE OF
Rev 'iFS:0R10P•G
A
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building.tndustry
C11.0. Box 230 Vadrico, FL 33595 Phone 813.659.9197
Florida Board o r Professional Eneincers Cert i ricate or Aolliori7at ion No. 9813
Product
Category Sub Categ11 ory Manufacturer Product Name
Swinging
Plastpro Inc. Smooth / Wood Grain i White Wood Grain
Exterior
Exterior Door 5200 W. Century Blvd. Rustic / Mahogany
Doors Assemblies Los Angeles, CA Series N Fiberglass Door
Phone 440.969.9773 Inswing/Outswing - "Non -Impact"
Scope: Product Evaluation report, ssued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of
Business &Professional Regulation.
RW Building Consultants and Lyndon F Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
Limitations:
1_ This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
including the ".High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced asshownon details. Anchor embedment to base material shall be beyond wall dressing or
stucco. 3.
When used in the "HVHZ"'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the
FBC. 4.
When used in areas outside of the "HVHZ"'requiring wind borne;debris protection; this product is required to be protected with an impact
resistant covernq that complies with Section 1609.1.2 of the FBC. 5.
For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6.
Site conditions that deviate from the ;details of drawing FL-15220.4 require further engineering analysis by a licensed engineer or registered
architect 7.
Outswing configurations meet water infiltration requirements for "HVHZ". 8.
Inswing configurations do not meet the water infiltration requirements for the "HVHZ': Inswing units shall be installed only in non - habitable
areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang
to sill is less than 45 degrees, 9.
See drawing FL-15220.4 focsize and design pressure limitations. Supporting
Documents:' 1.
Test Report No. TEL
07-0223-2 ETC
07-209-19303.0 ETC
08-209-20609.0 ETC
06-255-17412.0 ETC
05-255-16776.0 2.
Miami -Dade NOA 10-
1209.01 Test
Standard TAS'
202-94 ASTM
D2843-99, ASTM 0635-98 ASTM
D1929-96(2001), ASTM D638-03 ASTM
D2843-9% ASTM D635-98 ASTM
D1929.96(2001), ASTM D638-03 ASTM
E84-05 ASTM
G26-95, D2843-99, D635-98, D1929-
96(2001), D638-03 MaterialsTesting
HP Polypropylene
Testing Laboratory
Signed by Testing Evaluation
Lab.,lnc. Wendell Haney, P.E. ETC Laboratories
Ben Meunier ETC Laboratories
ETC Laboratories
ETC Laboratories
3. Drawing
No. Prepared by No. FL-
15220.4 RW Building Consultants, Inc. (CAr#9813) 4. Calculations
Prepared by Anchoring RW
Building Consultants, Inc. (CA;#9813) f ASTM E1300
Glass load Lyndon F. Schmidt, P.E. ' 5. Quality
Assurance Certificate of
Participation issued by National Accreditation and Management, P Institute, certifying
that Plastpro, Inc. is manufacturing products within a quality ' assurance program
that complies with IS0/IEC 17020 and Gulde 53. mot.% G Sheet 1
of 1 GOinder Dhami
Joe Doldan;
P.E. Joe Doldan,
P.E. Signed & Sealed
by Lyndon F.
Schmidt, P.E. Signed &Sealed
by Lyndon F.
Schmidt, P.E. Lyndon F.
Schmidt, P.E. FL PE
No 43409 4/24/
2015
r plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in the "HVHT' this product is required to be protected with an impact resistant
covering that complies with Section 1626 of the FBC.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is
required to be protected with an impact resistant covering that complies with Section 1609.1.2 of
the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHT'.
8. Inswing configurations do not meet the water infiltration requirements for the "HVHT'. Inswing units
shall be installed only in non -habitable areas or at habitable locations protected by an overhang
or canopy such that the angle between the edge of canopy or overhang to sill is less than 45
degrees.
TABLE OF CONTENTS
DESCRIPTION
Typical elevation, design pressures, & general notes
Door panel details and glazing detailPHorizontalcrosssections
Vertical cross sections
Buck and frame anchoring -2X buck masonry construction
Frame anchoring - I X buck masonry construction
7 1 Astragal details
g 1 Bill of materials and components
74.00" MAX. OVERALL FRAME WIDTH —{
I
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Wx =
w
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OVERALL OVERALL
GLASS DESIGN PRESSURE (PSF)
FRAME DLO
TYPE '
DIMENSION >' DIMENSION 00&ffiviN NEGATIVE
74.0" X 81.63" 20.50" X 62.75" Gl 50.0 50.0
sca.E: N. T. S.
owc. BY. JK
crm. ar: LFS
FL-15220.4
IF 1 OF 8
35.75' MAX.
DOOR
PANEL WIDTH
20.50" MAX
D.L.O. WIDTH
4D
v,
O
x
w = SEE
HARDWARE
a CHART 68
d X2
Onclz
i
I i/y
DOOR PANEL
INTERIOR
EXTERIOR
2 HORIZONTAL CROSS SECTION
2
I.
1/7' GLASS BITE
1/7' OVERALL
Gl GLASS THK.
I I IF TEMPERED GLASS
AIR SPACE
1/8"TEMPERED GLASS
EXTERIOR
GLAZING DETAIL
G1 —
1 .81" 1.39" 1 59 {
T
I _
LATCH HINGE SOLE 49 LATCH . HINGE STILE 50 LOCK BLOCK 42 TOP RAIL BOTTOM RA
Cellular pvc Reinforcement Z(T Long Cellular pvc Cellular pvc
KWIKSET
LOCK: SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (780)
YALE
LOCK: YH COLLECTION
DEADBOLT: YH COLLECTION (80 SERIES)
INTERIOR
1 VERTICAL CROSS SECTION
2
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4 4 4 Shown w/1Xsub-buck EMB.(TYP.) a a
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C-SINK - {
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p 0N
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7 8 INTERIOR Q
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Z DATE: 0212012 = 10
SCALE:
N.T.S. K
pwc.
BY: JK m EXTERIOR27EXTERIORt
1 CHK.
LFs a 91
HORIZONTAL CROSS SECTION E p NG NO.: a' DRAWINGOutsw
ng shown - inswing FL-15220.4 a
alsoapprovedSHEET
3 OF $ N
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IFF``
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EXTERIOR
INTERIOR o
EXTERIOR
INTERIOR o w 1
VERTICAL CROSS SECTION QVERTICAL CROSS SECTION o LO q
Outsw ng shown - inswing 4J Shown w/i X sub buck a m also
approved w Y
4 CO a U U
K ~ OK
a
Q
a
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DO O] EXTERIOR
INTERIOR INTERIOR EXTERIOR m
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30 n z
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VERTICAL CROSS SECTION SALE: N.T.S. q
Outswing confirguration r41 VERTICALCROSS SECTION DWG. JK m' CHK. BY:
LFS 3 e 4InswingconfigurationDRAWINGNO.:
FL-15220.
4 V N
SHEET
4Of8
4„
v
3„
D Typ, HEAP I I SEE DETAIL 2
y_ L & JAMBS
MASONRY
HEAD
JAMBS MASONRY
OPENING OPENING
I I
a
FRAME
f
2X BUCK
2X BUCK INSWING jII OIIj
N UTSWING TYP@SILL . SEE
DETAIL 1 I I
Y o
BUCK
ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X
buck construction CONCRETE ANCHOR
NOTES: 1. Concrete
anchor locations at the comers may be adjusted to maintain the min. edge distance
to mortarjoints. 2. Concrete
anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the
min. edge distance to mortarjoints, additional concrete anchors may be
required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete
anchor table: ANCHORS ANCHOR
MIN MIN. CLEARANCE, MIN. CLEARANCE: TYPE SIZE ;;
EMSfL)MEN7 TO MASONRY
7O ADJACENT EDGII ANCHOR
ITW ® 1
4"
1.1/4" 2" 4" TAPCON ELCO ®
1/
4"
1.1/4" 1" 4" . ULTRACON WOOD
SCREW
INSTALLATION NOTES: 1. Maintain
a minimum 518" edge distance, 1"end distance, & 1"o.c. spacing of wood screws
to prevent the splitting of wood. P Cl!
M
3
LATCH
d
DEAD BOLT DETAIL N lm
7 —
L
HINGE JAMB
HINGE DETAIL
L 72
0
DETAIL
2
Attach astragal
throw bolt strike plate
to frame as shown
O DETAIL
I
DETAIL I Astragal throw
bolts Astragal throw bolts at the
threshold at the threshold OutsWng) (Inswing)
n 1.
J:ti ro In N
0
n
m z o
co 0 U N ••
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zo
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5
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O ¢ UZ)
a a
mm DATE:02120112
i SCALE: N.
T.S. ° DWG. BY:
JK m CHK. BY:
LFS ; DRAWING NO.:
4' FL-15220.
4 0 SHEET 5
OF 8 N
HINGE DETAIL
LATCH & DEAD BOLT DETAIL
G
72
0
DETAIL 2
Attach astragal throw bolt
strike plate to frame °
as shown
DETAIL I DETAIL 1
Astra al throw bolts Astragal throw bolts
at The Threshold at the threshold
Outswing) (Inswing)
I
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
i. MIN MIN.CLEARANCE fMIN. CLEARANCE:
l MBEDMENTANCHOR
1/4" 1.1/4" r 4" ITAICONO 1.1/4"4"
3/16" 1.1/4" 3" 1.1/r
u
WOOD SCREW INSTALLA71ON NOTES, INSTALLA71ON NOTES:
Maintain a minimum 5/8"edge distance, 1"end distance. & I"O.c. spacing of
wood screws to prevent the splitting of wood.
3
TYP. HEAD
J & JAMBS
MASONRY
OPENING
FRAME
I BUCK
I INSWING
N OUTSWING
TYP. ® SILL
ASTRAGAL STRIKE JAMB
n
Xtr= M
E ua 9doa
N ma`a
o c° o z
SEE DETAIL 2 w
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ce LO cn
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2 UJ
6
a g m z
as 2 in
U o
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a
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a m
a a
r
SEE DETAIL 1
FRAME ANCHORING
Masonry IX buck construction
HINGE JAMB
0
DATE: 02120 12 i
SCALE: N.T.S. C
DWG. BY: JK a
CHK. BY: LFS 3
DRAWING NO.: D
FL-15220.4
C
SHEET _L OF $
n
32.25' -
35.75' -
37.75'
ASTRAGAL SCREW LOCATIONS
LLz' 11.25'
19"
31.5'
35.25'
3.11"
0.478" — — — — 0.478"
0
N
1.75"
Ln
W O
n K
h OF-
W
0.975" 00.335' o c9 0
o 20.000"
00.346"
w
N Q
00.168" . YO
ASTRAGA! CONCEALED STIFFENER SUDE BOLT ROD ^
Z
71 DLP 7 77 TYP• top 8 bottom DATE: 02120112 S
of astragal sal.E: N. T. S.
top through 1.98"
bottom through 1.98" DWG. BY: JK c
CHK. RY: LFS 3
DRAWING NO.: a
FL-15220.4
SHEET 7 OF S a
BILL OF MATERIALS
OEM / DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
B 2X BUCK SG >= 0.55 WOOD
C 1 /4" MAX. SHIM SPACE
D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
G 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL
H 1 /4" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL
1 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL
J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
K 9 X 2-1 /7' PFH WOOD SCREW STEEL
L 8 X 2-1 /7' PFH WOOD SCREW STEEL
M 8 X 7' PFH WOOD SCREW STEEL
N 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL
7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM
9 4" X 4" BUTT HINGE STEEL
10 9 X 3/4" PFH WOOD SCREW STEEL
11 9 X 3/4" PFH WOOD SCREW STEEL
12 10 X 3" PFH WOOD SCREW STEEL
20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD
21 POLY FIBER JAMB COMP. / VINYL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
29 OUTSWING THRESHOLD BY DLP ALUM./WOOD
30 INSWING VINYL DOOR BOTTOM SWEEP VINYL
33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD
40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41 DOOR SKIN (MIN. 0.069" THICK) BY PLASTPRO FIBERGLASS
42 TOP RAIL CELLULAR PVC
43 LATCH & HINGE STILE CELLULAR PVC
45 BOTTOM RAIL CELLULAR PVC
46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE
49 LATCH AND HINGE STILE REINFORCEMENT WOOD
50 LOCK BLOCK (29' X 1.385') WOOD
65 ODL LITE FRAME POLYMER
66 PF-1200 P/MERIC FOAM
67 SCREW PLUG POLYMER
68 8 X 1-1 /7' PFH SCREW STEEL
69 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL
71 ASTRAGAL BY DLP (6063-T5 ALUMINUM) ALUM.
72 ASTRAGAL STRIKE PLATE STEEL
73 8 X 7' PFH SCREW STEEL
74 CONCEALED STIFFENER BY PLASPRO (6063-T6 ALUMINUM) ALUM.
77 SLIDE BOLT ROD STEEL
Q:
pv
i
II I
in
YD HEAD d SIDEJamb
1
4.56"
0
N
2.44"2.13"
S21 HEAD & SIDE
Poly fiber jamb i
4.56"
1 ADJUSTABLE INSWING THRESHOLD
4.56"
2.03" ---j
OUTSWING THRESHOLD BY DLPT}IRESHOLD 8Y DLP
N
t. J_o n
z nrn
N
zdmo
U N •Zo
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og 9mcaoQmD.a
2
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a
5W w 0
a4 a c m
U O
0 F
a a
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
FL-15220.4
ET 8 OF 8
REQUIRED INSPECTION SEQUENCE
BP#
BUILDING PERMIT
Min Max- Insjpectioii Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: Z40 s S ,4,aFo2Zj ELECTRICAL
PE"I T Minn
Max Ins eetion Descri tion Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final t- ,
4 Y,tp,e.'=sp."p y/.:t 75,z '- aa p". 'MEs+aks"
x nx.r.+3 a yt Its", Yyi }%wl'"k.°*5.3`4.rh. Min Marc
Descri tion MinPlumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final M)
v.CHA1 ICA L 'tPE IaMI -r
Min
Max Ins ection IlDescri tioan Mechanical
Rough srSO
Mechanical Final min
Max J(ns action Descri tion Gas
Underground Gas
Rough Gas
Final REVISED: •
June, 2Q 14