340 Placid Lake Dr 17-1447; SLIDING GLASS DOOR4'` F
F 0A a
MAY 1 7 2017 CITY OF SANFORD
BUILDI ° G & FIRE PREVENTION
ff3G. _ PERMIT APPLICATION
Application No: I - i fi -7
Documented Construction Value: $ 5loq•W2-
Job Address: 3'40 l.-(-+L1C L-AY-E __\_X_ 32-77S Historic District: Yes No
Parcel ID: p2 - 20 - 30 - 'SZO - o pp O — o k 0 o Residential 0 Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: 'CEP' F,-
Plan Review Contact Person: 1A 44 Title: Ex = 0(L
Phone:'1_ = ?SS 1 -5 1- SC Fax: Emaild E 6614 OSe Luxo (0_Gt'jr41L-60t 1
I
Property Owner Information
Name Az , ea>4L Phone: 4v-1 - 5Z-4 - C kR$
Street: -E-40 `l_A tn 1.., qyz (Resident of property? IES
City, State Zip: tJZD Ft.. 32'773
Contractor Information
Name l- L-A::Ae Phone: 4y-1 - $32 - BoRn
Street:'DD ?-pX —1-Ts 1 C:>193 Fax:
City, State Zip: 09-t37L tK 8 State License No.: ('-,G l$U -541`f Architect/Engineer
Information Name: Street:
City,
St,
Zip: Phone: Fax:
E-
mail:
Bonding Company:
ti A Mortgage Lender: N. Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. 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: 5" Edition (2014) Florida Building Code 09 Revised: June
30, 2015 Permit Application g515 (D/
e.w
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 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating 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
W
Contractor/Agent is Persons
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 2 Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
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:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING - l i-7
Revised: June 30, 2015 Permit Application
SEMINOLE COUNTY MULT/%URISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 5 — } 2 1-1
I hereby name and appoint: CAA- L1r-A
an agent of: ._occa--ta N-T-
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option):
0 All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 11J`7E 1J T
License Holder Name:
State License Number
Signature of License F
STATE OF FLORIDA
COUNTY OF SEMIAJ0LE
The foregoing instrument was acknowledged before me this 12 day of MA f
20 17 , by _ P i E-i2 CA RA-e.o who is P-personally known to me or
who has produced
and who did (did not) take an oath.
lL'yta Uv
Signature of Notary
tee ANGELA DAVIDSON.
Notary PutNic - State of Florida
Commission 8 GG 021708
Aug 15, 2020
Bonded ttuaoo National Notary Assn.
as identification
1 NAGIQ ba.ViCd50Y1
Prrnt or type Notary name
Notary Public - State of F L.-
Commission No. GC-7 021709
My Commission Expires: _ 0-05/7s20
STORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT- MWORK - INTIEXTIPATIO DOOR
LOWE'S of SANFORD, FL, STORE # 1657 STORE PHONE: (40) 430-4060
780 S ORLANDO DR SALESPERSON: AARON BRiNSLEY
SANFORD, FL 32773-5614 SALESPERSON ID: 2000904
Document Print Date : 05,£0812017
This is only a Quote for. the merchandise and services ,printed below. This becomes an agreement upon payrnent and issuance .of a Lowe's receipt, upon which the entire agree-
ment, including the specifically completed pages of this document, the Terms and Conditionsincluded with this document„ the applicable portion(s) of Lowe's receipt, and any other
addenda or attachments hereto, shall be referred`to herein as this "Contract." THE "
TERMS AN12 ggEQBF.:SIgNjN.Q. Lowe'
s Registration or`Contracto'r License Number f Lowe's Contractor Name Florida
Contractor License Number CGC1 508417 Customer
Name Home Phone S
CHERYL DIAZ 497-324-0198 Customer
Address Other Phone 340
PLACID.LAKE DR 407-617-7278 L
City State 1 Province' zip ; Postal Code Q
SANFORD FL 32773. Installation
Address T
340 PLACID LAKE OR tr3stallation,
City Ir stallation.StatefProvince installatiori 2ipr`Postat Code SANFORD
FL 32773 MERCHANDISE
AND INSTALLATION SUMMARY Store
1657 Project No. 5Q5588850 for CHERYL DIAZ page 1 of 7
STORE COPY
INSTALLATION DESCRIPTION
Stock or SOS : Stock Door Type : Patio
Select Location Side Door Select New Door :Sliding
Side Lights or Transoms : No Hidden Damage Description : None
Number of additional holes boredJor accessories : None Install Specialized Mortise;Hardware : No
Total Linear Feet of Custom Trim to be Installed : t Deliver Door: No.
Customer Understands Scope of the Project:.:-, Yes" Permit Required Yes
Who Will Obtain Permit:, Third, Party Permit Fee Yes
Additional Miles Traveled over 2Q : 0 Bring Up To Code Description: Install Bucks
Bring Up To Code Charge : Yes Local Disposal Fee: Yes
Describe Other Work Needed : Stucco repair Other Work Charge: Yes
Comments: Customer is responsible for any touchups and any screw holes Lead Safe Practices : No
Auditional Specifications:
Notation: Lowe's will not make structural modifications, painf or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop-
erty is governed by Historic District Regulations.
Store 1657 Project No::505588850 for CHERYL DIAZ Page 2 of 7'
STORE COPY`
This Contract,provides that all claims by Customer or Lore's wiil.be resolved by BINDING ARBITRATI , M1I; ustomer an Lowe's GIVE UP THE RI HTTOGO
TO COURT to enforce this Contract (EXCEPT for matters that maybe taken to SMALL CLAIMS COURT).,Lo ve's and Customers rights will be determined by
a NEUTRAL ARBITRATOR and NOT a judge ortury. Loge's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE
VIEWBY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION
ADJUDICATION found in the 'Terms :and Conditions of this Contract. TOTAL
CHARGES OF ALL MERCHANDISE AND SERVICES where appiicable SUB -
TOTAL TAX
0 0 DELIVERY
0.0 ORDER
TOTAL 1564.6 BALANCE
DUE NOTICE
TO CUSTOMER 1;
LuIv I I1 PULATE
Store
1657`Project No. 505588050 for CHERYL DIAZ Page 10f 7'
PANY THAT HAS PROVIDED TO YOU A "NOTICE T
AND IT IS RECOMMENDED THAT YOU CONSULT AI+
STORE COPY
TEN RELEASE F LIEN',FROM ANY PER M
FLORIDA'S CONSTRUCTION LIEN LAW '"IS COMPLEX,
Print Maine
t of a true copy which was completely filled=in prior to Customer's execution hereof. You the customer may cancel this transaction
n the third business day after the date of this transaction. Seethe attached Notice of Right to Cancel for an explanation of
Store 1657 Project No. 505588850 for CHERYL.DIAZ Page 4>of 7
F
IPI
Millwork Checklist
k (site plan showing sizes, location and type of pfoduct
iencement (signed;by owner and notarized)
ust be signed by R.O.A.
1
SSZR1'35A LOWE'S HOME CENTERS, LL;C SAF 6:5:7PALE: I 'DATE.:: 05/08/17 3780 S'' C3RLriNDCJ i3R.
ORDERED FOR: CHERYL L)IAZ
SANFORD FL
PHONE:{407)430-4060
ADDRESS 3,40 PLACID LAKE DR
SANFORD FL 32713 PHONE: (9.07)32.4 :0198
VEMOR NA11E: iNATIONAL, PERMI!11.. COMPANT CONTAC h a
ADDRESS; 109 WEST FIRST :STREET PHONE (786) 5,56-4975
SANFORD FL.32771 FAX': ;(407)585-065:9
PkOJECT- 506456'9,98 SLIDER INSTALL
LOiES P0: 4?Ci12500 LOWES INVOICE: 92387 ASSOCIATE: AARON BRINSLEY
EST DELIVERY: 0'6/09:117' AR NUTOMER;;
Q`PY ITEM: ITEM DESCRIPTION' Bira VEND_PART# COST EXT_COST
w_ --
1 14,7142 PERMIT FEE - 3`RD PARTY 1,50.00 150.00
FREIGHT $' 0.00.
TOTAL $' 150.00
an
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M
Door Detail..Speclflcatlons
Stor e:,,t _ "7 De%: 2L _
Customer -
Customer phone
Customer. must bebowel. W nstattattan
custornerto aWy 4inish (00rt /stain)
Door earths to rneesure tine croarpar ,rota - Alt. meesr
Pardo.- Patio•-
Pisacei provide drawing tirom onske unIng.sw ing Wo 6.n tght
Plate trterw / exwer view
lnteriar (LeftHand (RiM Hawn Wowing
Patio:
Swtng A Aatiue,l-lnacttve Bitaero )
1^'ACfi+18'L?'4 nac4iv9 p
X vtD l-.n 4 4v"r% I4 EASOr -
NOtO finish Af;hame, r rr
iavt^ties ai.
yjgll I L rVyy ataairprtc„ IM18MA zjwirrt I billidsr Interi.ar litrRhah I G.omment I kAidth. I Haight.I sh.i ah; IHeight, Depth El
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Store.
1.857 ;Project No. 505WISSIO for CHERYL DIAZ C/
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4
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Florida Building Code Online Page 1 of 3
BCIS Home ',, Log In I User Registration Hot Topics Submit Surcharge Stats & Facts '.. Publications FBC Staff ( BCIS Site Map Links Search
Florida
r is q'Product ApprovalUSER: Public User
W" pYO1 ;z+
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11646-R7
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Atrium Companies Inc.
300 Welcome Center Blvd.
Welcome, NC 27374
336) 731-9550
tbatten@atriumwindows.com
Thomas Batten
tbatten@atriumwindows.com
Tommy Smith
300 Welcome Center Blvd.
Welcome, NC 27374
336) 764-6400
tommy.smith@atrium.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
12/01/2016
01/17/2017
Year
2005
2008
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=WGEVXQwtDgsQFc5 K%2f Tr... 5/ 18/2017
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval
Date Approved 01/19/2017
Summary of Products
FL # Model, Number or Name
11646.1 311/312/378 Sliding Glass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All doors shall utilize safety glazing in accordance
with the FBC. All frame components are fabricated from
extruded vinyl (PVC).
11646.2 332/388 Sliding Glass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All doors shall utilize safety glazing in accordance
with the FBC. All frame components are fabricated from
extruded vinyl (PVC).
Description
R-PG35*-1797x2019 (7lx80)-SD (311), R-PG35-2407x2019
95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312),
R-PG35-1829x2083 (72x82)-SD (378)
Certification Agency Certificate
FL11646 R7 C CAC NIO13248 311 312 378 SGD
D0985.01.odf
FL11646 R7 C CAC NI013248.01 311 312 378 SGD
D0985.0l.pdf
FL11646 R7 C CAC NI013248.02 311 312 378 SGD
D0986.01.1)df
FL11646 R7 C CAC NI013248.03 311 312 378 SGD
D2326.01.0
FL11646 R7 C CAC NI013248.04-Rf.odf
FL11646 R7 C CAC NI013248.05-Rl.odf
FL11646 R7 C CAC NI013248.06-R1.0
FL11646 R7 C CAC NI013248.07-R1.Ddf
Quality Assurance Contract Expiration Date
06/30/2018
Installation Instructions
FL11646 R7 II ATR023 SS 2017-01-17.odf
Verified By: Hermes F. Norero FL PE #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11646 R7 AE PER4451 SS 2016-10-20.0f
Created by Independent Third Party: Yes
SD-R40 72 x 96 (388), SD-R50 72 x 82 (388), SD-R50 71 x
96 (332), SD-R50 95 x 80 (332)
Certification Agency Certificate
FL11646 R7 C CAC NIO13250 332 SGD D5177.01.0
FL11646 R7 C CAC NI013250.01 332 SGD D5177.01.pdf
FL11646 R7 C CAC NI013250.02 332 SGD D5177.01.0
FL11646 R7 C CAC NI013250.03 332 SGD D5177.01.0
FL11646 R7 C CAC NI013252 388 SGD D5179.01.odf
FL11646 R7 C CAC NI013252.01 388 SGD D5179.01.pdf
FL11646 R7 C CAC NI013252.02 388 SGD D5179.01.Ddf
FL11646 R7 C CAC NI013252.03 388 SGD D5179.01.0
Quality Assurance Contract Expiration Date
02/28/2018
Installation Instructions
FL11646 R7 II ATR025 SS 2016-10-20.1)df
Verified By: Hermes F. Norero FL P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11646 R7 AE PER4492 SS 2016-10-20.pdf
Created by Independent Third Party: Yes
11646.3 4000/R4000 Sliding Glass Door, SD-R45-1829x2032 (72x80) XO, SD-R20 2438 x 2438 (96 x
HP, XO 96) XO, SD-R30 1829 x 2438 (72 x 96) XO
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11646 R7 C CAC NI011440.01-R1 4000 R4000 SD
C3400.01-801-47.0fApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11646 R7 C CAC NI011440.02 4000 SD D2325.01.pdf
FL11646 R7 C CAC NI011440.03 4000 SD D2325.01.0DesignPressure: N/A
Quality Assurance Contract Expiration DateOther: All doors shall utilize safety glazing in accordance
with the FBC. All frame parts are fabricated from 6063-T5 10/31/2017
extruded aluminum. Installation Instructions
FL11646 R7 II ADW-01 4000 SD HP Installation
Instruction.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11646.4 4000/R4000 Sliding Glass Door,
Standard, XO
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All doors shall utilize safety glazing in accordance
SD-R25-1829x2032 (72x80) XO
Certification Agency Certificate
FL11646 R7 C CAC NIO11440-Rl 4000 R4000 SD
C3400.01-801-47.12df
Quality Assurance Contract Expiration Date
10/31/2018
Installation Instructions
FL11646 R7 II ADW-01 4000 SD STD Installation.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffr... 5/ 18/2017
Florida Building Code Online Page 3 of 3
with the FBC. All frame parts are fabricated from 6063-T5 Instruction.odf
extruded aluminum. Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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 e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The 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:
eGA ek ___
Credit Card
S666ft hY61'RICP
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f f r... 5/ 18/2017
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE
OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT
DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOODSCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
7. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE
3116 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE
1114 INCH MINIMUM EMBEDMENT.
B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT
INTO FACE SHELL OF BLOCK.
11, 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 BY THE ANCHOR
MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90.
ATRIUM CORPORATION
3321388 SLIDING GLASS DOOR
NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) & THE CURRENT IBC/IRC, EXCLUDING
HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL: VINYL/PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAIL.
8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
9. APPROVED CONFIGURATION:
2 TRACK: OX, XO
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I C INSTALLATION 6 GENERAL NOTES
2 C ELEVATIONS d ANCHOR LAYOUTS
3 C ELEVATIONS 6 ANCHOR LAYOUTS
4 C ELEVATIONS d ANCHOR LAYOUTS
5 C VERTICAL SECTIONS 6 GLAZING DETAIL
6 C HORIZONTAL SECTIONS
DESIGN PRESSURE RATING
SIZE DESIGN PRESSURE tAISSILE IMPACT RATIN
72" X 95.5" * 40.0 / -40.0 PSF
NON -IMPACT
70.75" X 95.50" 50.0 / -50.0 PSF
72" X 81.50" * 50.0 / -50.0 P51F
94.75" X 79.50" 50.0 / -50.0 PSF
UNIT USES ALUMINUM REINFORCEMENTS
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Data: 2016.10.20 11:03:59-04'00'
R
300 WELCOME CENTER IkVD.
WELCOME, W 27374
PH: 12141637.2696 FX:(2141424-i
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MAX. MAX. MAX.
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ELEVATION
EXTERIOR VIEW - FIN INSTALLATION
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18.00" MAX.
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6.00" MAX. FROM
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BY OTHERS
PERIMETER CAULK
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O.A. DOOR
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3/16" ITW TAPCON
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REQUIRED INSPECTION SEQUENCE
BP# I - I L-114" l
BUILDING PERMIT
Min Mays Insj2ection.Descri ti®n
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:
Minn I Max
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Minn Marx Inspection Descri Lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Mays Linsl2ection Desch i tion
Mechanical Rough
Mechanical Final
Max
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014