HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Dater 1 `s �`� Permit Number: r`101'd3d3
RECEIVED
• , JUL 1 2019
Building Permit Applicat'Iu�ieCounty, Permitting
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential .�
PERM IT TYPE: 1 0610 161;8,;Y1q
C�]�55 � ✓?�-- �v�n G�
PROPOSED LMPROVEMENT LOCA ION:. ;
Address: n u �ca, I L OLH?-�o
Property Tax ID#: ;>� j `d U C�lz� '('GYM ' �j Lot No.
Site Plan Name: Block No.
Project Name:
DETAILED DESCRIPTION OF WORK. n "
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit-check all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Construction: Sq. Ft.of First Floor:
Cost of Construction:$ (�,�75 Utilities: —Sewer _Septic Building Height:
OWNER/LESSEE:' CONTRACTOR:
Name q nezJ Name:, ��
Address: 151074 ZYc u-e►-n ess Gja-u Company: , 131L 0 x-Ie7i o J-S-L,C
City: L State: Address: 12U/ �lv l�s'1 f rnG Ye 5�
Zip Code: ?)go-Wo Fax: City: State:
Phone No. 3Z 4--y 1 X 0 Zip Code: -3 LJ 9V 3 Fax:
E-Mail: Phone No `7-2 'J73 -6e-aC-6 _ ,t
Fill in fee simple Title Holder on next page(if different E-Mail 1 ITU & 1 h f%0-X--f e-l"'//nr5 • CD.6ni
from the Owner listed above) State or County License /.� t�9-7
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required.
�fn
SUPPLEMENTAL CONSTRUCTION LIEN,°LAW INFORMATION:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
"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."
Signatu of Owner ssee/Contractor as Agent for Owner Sign ture of C tractor/Lice a Holder
STATE OF FLORIDAC-,r STATE OF FLORIDA'I,/ , CPP
COUNTY OF -:t— I�fI�C(� COUNTY OF
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this M day of Y 20by this 1t_day of 20J by
�P✓Am K IGk 1cm "'Tp►rnlad K96l�►►71'�I
Name of person making statement. Name of person making statement.
Personally Known X OR Produced Identification Personally Known�_OR Produced Identification
Type of Identificatio Type of Identificati
Produced, N Notary Public state of Florida 0 d „r a�p„hi r State of Florida
r Joshua ane Alberico ? f: Joshua Shane Alberico
Q My Commission GG 020879 y� My commission GG 020879
�OF Expires 08118/2020 @ofIV d' Expires 08/16/2020
(51gg- re of Notary Public-State of Florida) igrrandre of Wary Public-State of Florida)
Commission No. (Seal) Commission No. (Seal)
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.
�, - "i' _ .
10124 INVERNESS WAY
RECEIVED
JUL 1 5 ?0,19
4 72 X96
ST. Lucia caurity, permitting SGD
1 2 3
104 X 96 36 X 56 FIXED 144 X 96
SGS SGD K ��C
OENING SIZE
1 104 X 96 SGD
2 36 X 56 FIXED GLASS
3 144X96 SGD
4 17FX 96 SGD
---.� Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name t c ,va ,,h e LI) Applicant: ,
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows
Mullions
c _
Fixed Glass
Block Glass n
c re+ M
Skylights C
Sliding Glass Doors nix I
U
LZ
Swing Type Doors
French Doors 0
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal.
Design Prof: Cert.No. Date:
BCIS Hpme Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff �• BCIS Site Map i Links Search
Florida
"-4 Product Approval
pr
N USER:Public User
RECEIVE®
Product Approval Menu>Product or Application Search>Application List>Application Detail
JUL 15 2919
+ FL# FL22401
Application Type New �T, L L Clo.•G+ unC
y, Permitting
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 "MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.co
C
Technical.Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/C5A 101/I.5.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/08/2017
i
J
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
FL# Model,Number or Name Description
22401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Non-
Sliding Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22401 RO C CAC 16368.pd
Approved for use outside HVHZ:Yes FL22401 RO C CAC 16371.pd
Impact Resistant.No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/02/2022
Other.Refer to Installation Drawing Installation Instructions
FL22401 RD IT 08-03087.nd
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO .6E 513976.pd
Created by Independent Third Party:Yes
22401.2 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door(OXO)-
Sliding Glass Door Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22401 RO C CAC 163-6,6.pd
Approved for use outside HVHZ:Yes FL22401—RQ_C CAC 1072.p f
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 02/0812022
Other:Refer to Installation Drawing Installation Instructions
FL22401 RO II 08-03089.odf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL22401 RO &E_S_13978 pff
Created by Independent Third Party:Yes
22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Impact
Limits of Use Sliding Glass Door Certification Agency Certificate
Approved for use In HVHZ:No FL22401 RD C CAC jfij§_9pdf
Approved for use outside HVHZ:Yes FL22401 RO C CACjfij7_0_.pAf
Impact Resistant:Yes Quality Assurance Contract Exp"tion Date
Design Pressure:N/A 11/2912021
Other.Refer to Installation Drawing Installation Instructions
FL2240 _U IL0_8-03086 pdf
Verified By:LUIS ROBERTO LOMAS 62514
Created by Independent Third Party;Yes
Evaluation Reports
FL22401—RD &E 513975.pd
Created by Independent Third Party:Yes
22401.4 '130/140 Aluminum Series 1201130/140 Aluminum Sliding Glass Door(OXO)-
Glass Door Impact
Limits of Use Certification Agency Certificate
Approved for use In HVHZ*No FL22401 RO C CAC 16367,pd
Approved for use outside HVHZ:Yes FL22401 RO C CAC 16373.pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure*N/A 12/19/2021
Other:Refer to Installation Drawing Installation Instructions
FL2240RO 11 08-03088.Dd
Verified By:LUIS ROBERTO LOMAS 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL2240 RO AE 513977.pd
Created by Independent Third.Party:Yes
Back Nert
Contact Us 2601 Blair stone Road.Tallahassee FL 3239.9 Phone:850-487-1824
The State of Florida Is an AAJEM employer.Copyright 2007-2013 State of Florida.::Privacy Statement::A2mmElbifiN 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 publicrecords 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 emalls provided may be used for of communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
REVISIONS
R& DESCRPWN DATE AM=
NOTES:
FOR ANCHORING HR LICH FRAME INMASONRY/CONCRETE E 4 A NS WITH
US 1 P%TE WITH I
0ENT INTO SUBS
T 0 To
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH T 'iAPCONS WITH
FOR THROUGH FRAME INTO USE 1/4'
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I
ST OCA AN AS N IN ELEVATIONS AND
REQUIREMENTS OF THE FLORIDA BUILDING CODE, M
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE ALLATIODE Al
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16,FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF
3. 1X SUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
4. WHERE SHIM OR SUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DETAILS,
17, ALL FASTENERS TO BE CORROSION RESISTANT,
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0,42
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI,
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,OOCPSI MINIMUM.
6. WHERE 1X SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (048") FY=33KSI/FU=52K5I OR
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063-TS FU=30KSI .048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD. 19. APPROVED CONFIGURATIONS: OX, XO, XX, OXXO, PX, XP, PXXP, PIX, XIP, PlXxIp, XIX, OIx,
7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS X10, PDX, XUP, XIIX' COX, X110, PRIX, XHIP
PROVIDED. 20,DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER
8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE.
BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT.
SHIM-STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11, FRAME MATERIAL' EXTRUDED ALUMINUM 6005-T5.
12.UNITS MUST BE
.g-LAZEa-PER-*STM-ET3UU--VV09;-SEE-SHEE-r-•24-FOR GLASS DETAILS.
r
13, APPR�aE ACT PROTECTI EQUIRM FOR THIS PR6bkr-IN--WINP,
FINE DEB S.
ROBING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 1
IA
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
SIGNED:0611412017
MI WINDOWS AND DOORS LLC
650 WEST GRATZ.MPA17ARKET 030STREET
5
TABLE OF CONTENTS SERIES 120/130/140 ALUMINUM SLIDING
SHEET NO. DESCRIPTION GLASS DOOR - IMPACT
NOTES v-;4pw'.'xz:
TAT 0
-;o
i NOTES �!,C,
DRAWN: DN NO. REV 0 R
2 - 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS R.S.
10V N
08-03086 ONAL NN
04/13/17 ISH-1 w//1111t
4 PLAN VIEWS
NTS DATE OF 24 %%VN
5 - 23 INSTALLATION DETAILS LROMTOLOU015P.E. Luis R. Lomas P.E.
24 14M WOODFORD RD LEMMUE,NCS
C 2= :FL No. 62514
GLAZING AND SILL RISER DETAILS 044W609 illomas@lrtomaspe.com
REVISIONS
HEY DESCRFWN DATE APPROVED
� 191 MAX FRAME WIDTH
6„ MAX t-- ti t MAX ?.C. 6" MAX I
6" MAX
(2} ANCHORS
Chart#1:Units with 2 nota
PER LOCATION Number of anchor tocatione required(2 anchors Par location
SEE CHARTS Frame Frame Width n
1, 2 & �#3 Height 48.00 60.00 7200 84.00 96.00
FOR 2 & n N A S Jamb N--&S Jamb HAS Jamb HAS Jamb HAS Jamb
80.00 4 a 4 6 6 1 6 8 8 7 6
OF LOCATIONS 64.60 4 1 6 4 6 5 8 6 6 7 6
90.00 4 1 8 4 0 6 6 8 8 7 6
16" 96.00 4 7 4 7 5 7 6 7 7 7
MAX MAX O.C.
FRAME T--- *V
HEIGHT Chart 62;Units with 3 panels
Number of anchor locations required 2 anchors per location
Frame Frame Width In
onHeight) HAS Jamb HASR00 1 Jamb HAS&Jamb HAS00 F &OT
Jamb HAS Jamb
80.00 5 06
6 ? 6 9 6 10 6
�,r 84.00 5 8 6 6 7 6 9 6 10 B
// 90.00 5 6 8 8 7 8 9 8 10 6
ii � ./� j/ 86.00 5 1 7 6 7 1 7 7 9 1 7 10 7
.L�
6" MAX
Chart#3:Uttitswith4 attets
SERIES 120 ALUMINUM SLIDING GLASS DOOR-IMPACT2,3 &4 TRACK(OXXX) Numbor cf anchor tocationa re utrod 2 anchor°per location
-_- Frame Frame Width In
EXTERIOR VIEW Height 06.00 120.00 144.00 166.00 19200
FINLESS&FLANGE INSTALLATION r� n H&S Jamb H&S Jamb H&S Jamb HAS Jamb H A S Jamb
80.00 7 1 8 8 8 1 10 1 6 11 6 13a
84.00 7 a 8 6 10 1 6 11 6 13 6
90.00 7 6 8 6 10 8 11 6 13 6
WITH STANDARD SILL WIT1425/8"&3112'SILLEXTENDERS 9600 T T 8 7 10 1 7 11 7 13 7
DESIGNPRESSURERATING IMPACTRATING DESIGNPRESSURERAT/NG IMPAC7R477NG
+15.01-55.OPSF LARGEAND5MALL t55.OPSF LARGEANDSMALL
MISSILE IMPACT MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE MISSILE LEVEL D,WIND ZONE 3
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED SIGNED:06/14/2017
WITH STANDARD SILL,2518"&3112°SILLEX7ENDERS MI WINDOWS AND DOORS LLC 1R�It/a��z
J
650 WEST MARKET STREET �\ \ ...•.
DESIGNPRESSURE RATING IMPACTRATING GRATZ, PA 17030 `
NOTES: LARGEANDSMAtL SERIES 120/130/140 ALUMINUM SLIDING �*• 0 61�4.'' •� *=
1. MAXIMUM PAREL SIZE 48 518"x9312°
t55 OPSF MISSILE IMPACT GLASS DOOR - IMPACT
2. M4XIMUMD.L0.:40581x e5i12• ELEVATION
MENET LEVEL0,WSTANCEIND E3 DROWN; Dwa NO. qty �w•;��0RVDV.
WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED - •
R.S. 08-03086 - S1OMA11. \��
sCUE NTS WAIF 04j13j17 j/
2 OF 24 �1 i
HARDWARE SCHEDULE �i
A ITANDEM ROLLER, SEMBLY 2 PER PANEL 8'FROM EACH END OF BOTTOM RAIL L ROBERTO LOMAS P.E. Luis R. Lomos P.E.
B. LOCK HANDLE,IPER OPERABLE PANEL ATLOCK STILE.39"FROM TIIEBOTTOMRAL 14324-M-069 19omRD Wt9VRLE,ecom FL No.: 62514
434.668.0609 r0omasCa7Mamasye.com
4 7/16" MIN 1 7/8" MIN. REVISIONS
SEPARATION EDGE DISTANCE REv DESCRIPOON DATE APPROVED
CONCRETE/MASONtY " . 6
n•'. '..
BY OTHERS e' n °' ; " ,•• 1 1/4" MIN. 1 1/4" MIN.
:'• ,'a •;•. °a. •: .' .• EMBEDMENT
• MAX.
e• •� ;• i a•. •.n EMBEDMENT 1/4"
OPTIONAL 1X BLCK •' _T SHIM SPACE
SEE.NOTES 3 -7
SHED 1 T-7- o
1 7/8" '' INTERIOR
BACKER ROD 1/4" MAX. MIN. '• °y
& APPROVED SHIM SPACE EDGE
SEAUNT DISTANCE s• •a
• o
1/4" TAPCON v
o a
• r
NOTES: . EXTERIOR
1. INTERIORAND EXTERIOR FINISHES,BYOTHERS, '
NOT SHOWN FOR CLARITY. 4 7/16"
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN a
DESIGNED INACCORDANCE WITH ASTM E2112 SEPARATION FILI
IEINTERIOR •• •.
EXTERIOR
1/4" TAPCON
A.I. . . .
1/4" TAPCON CONCRETEB OTHERS BACKER ROD
& APPROVED
SILL TO BE SET OPTIONAL 1X BUCK SEALANT
u IN A BED OF SEE NOTES 3-7 JAMB INSTALLATION DETAIL
APPROVED SEALANT SHEET 1 CONCRETEMASONRYINSTALLATION
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPRP/ED SHIM SPACE
SEAANT 111111117//
MI
650WESTMARKETSTREET
\```J) IR'L0 ,,���i
GRATZ, PA 17030 `r�•��GENS ."9,1+��
OPTIONAL 1X B1CK ° a+ j• ° �•, ° ,• .''a�' ° 1 1/4" MIN SERIES 120/130/140 ALUMINUM SLIDING *• 1 0,.661 *T:
SEE NOTE 3 - 7 a" ' •' • ' a •• .•'. EMBEDMENT GLASS DOOR - IMPACT w,a, i/��V(( ra`
•• STATE OF •<v
SHEET 1 .. .' ; a� a '• 3 TRACK FINLESS INSTALLATION DETAILS
CONCRETE MASQIRY • �� '.' a ' • DRAWN: oWD NO. REV
BY OTHERS °4 7/16" MIN 1 7/8" MIN sc.S. �� O8 s03�086
SEPARATION EDGE DISTANCE NTS 04/13/17 10 OF 24
VERTICAL CROSS SECTION L ROBERTOLOMAB P.E. Luis R. Lomas P.E.
CONCRETFJMASONRYINSTALCATION 1492WOODFORDRDLEwIsvLLLE,PCz7Dzs FL No.: 62514
434.668-0609 ffiomas@hfomaspe.com
• '3 � '
2 3/16" MIN 1 7/8" MIN. REVISIONS
SEPARATION EDGE DISTANCE r REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY " ° °�''•a•°
•. •°�.
BY OTHERS ,a• • , ' : 1 1/4" MIN. EMBEDMENT 1/4" MAX.
CFTIONAL 1X BUCK . ° EMBEDMENT SHIM SPACE
SEE NOTES 3 — 7
SHEET 1 _� e
1 7/8" r INTERIOR
BACKER ROD 1/4" MAX. MIN. eV.
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE ►• ••� •: ..
1/4" TAPCON
2 3URATION .'.,
MSEPA : '! EXTERIOR
.1/4" TAP
INTERIOR CONCRETE/MASONRY
BY OTHERS
EXTERIOR
OPTIONAL 1X BUCK BACKER ROD
SEE NOTE 3 - 7 & APPROVED
ri �3 SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
1/4" TAPCON
SILL TO BE SET NOTES:
IN A BED OF 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
APPROVED SEALANT NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
BACKER ROD 1/4" MAX. SIGNED:06/14/2017
& APPROVED SHIM SPACE
SEALANT MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET ��\\J\5
OPTIONAL 1.X BUCK
—� GRATZ, PA 17030 = ��SF,S'�
SEE NOTESHEET 1 ° '°' + • �• •°' 1 1/4" MIN SERIES 120/130/140 ALUMINUM SLIDING *• 0 61 * .
EMBEDMENT GLASS DOOR — IMPACT
° a e 2 TRACK FLANGE INSTALLATION DETAILS TAT c uF
e.' • ., �°.. •, .'°' ° DRAWN: DWD NO. REV �• <O R\DP
CONCRETEBHERS MAS ° •,°' R.S. 08 -03086 — �VA�1�� �`\
2 3/16" MIN 1 7/8" MIN S"LE NTS DATE 04/13/17 SMEET 16 OF 24
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION LROBERTOLOMASRE, Luis R. Lomas P.E.
CONCRETEAMASONRY INSTALLATION au-Os a-0609 na S WMB5Pe n FL No.: 62514
VI 9-
BCIS Home I Log In i User Registration Hot Topic, Submit Surcharge Stats&Fads Publications I Contact Us ;r BCIS Site Map= Links Search
F�ota
b t Product Approval
El USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail REIbEIVED
t FL# FL28497-R2 J U L 15
5 ')019 9'9
Application Type Revision
Code Version 2017 ST, LUCIa CaUnty, FO"Itl'in0
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC anis/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
0
17 Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
LUO-A Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.5.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/09/2019
Date Validated 04/09/2019
Date Pending.FBC Approval
Date Approved 04/15/2019
Summary of Products
Fl.# Model,Number or Name Description
28497.1 185 PW 73x61 Fin and Flange Frame Single Glazed
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL28497 R2 C CAC APC,(12118,J-21W07272.-02--IO2--47--
Approved for use outside HVHZ:Yes RDC7979.03-109-47-RO jQZ8-2-2jjLdf-
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 10/28/2022 -
Other.LC-PG55 Installation Instructions
Ft R2 11 08-03292.pd
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL28497 R2.AE-51-42-7A.-PAft
Created by Independent Third Party:Yes
28497.2 185 PW 73x61 Fin and Flange Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL28497 R2 C CAC-APC(12"36 C7979.02,C7929.01-109-47-
Approved for use outside HVHZ;Yes go 185 FXD.(102822)_.p!ff
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 10/28/2022
Other:LC-PG55,Wind Zone 3,Missile Level D.Glass is installation Instructions
bedded in Pecora 896 backbedding. FL2fl497 R2 11 08-02947 2.pdf
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL28497 R2 AE 513781.pdf
Created by Independent Third Party:Yes
28497.3 185 PW 73x61 Fin and Flange Frame Single Glazed
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL28497 R2 C CAC AP 12137)C7979.02,C7979-01-109-47-
Approved for use outside HVHZ:Yes RO ISS FXD,.(jQg_82_2jjLdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 10/28/2022
Other:LC-PG55,Missile Level D,Wind Zone 3.Glass is Installation Instructions
bedded in Pecora 896 backbedding. FL28497 R2 IT 08-02947 2.9ff
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL28497- R2 AE 513781.pdf
Created by Independent Third Party:Yes
28497.4 185 PW 37x78 Fin,Flange,Finless Frame,Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL28497 R2 C CAC PC(17762)18552,01-109-47-RO 185
Approved for use outside HVHZ:Yes FXD(020723),pdf
Impact Resistant:No FL28497112 C CAC APC(178 5)1711.02-106-12-RO 185
-
Design Pressure:+50/-63 PW( 072
Other:LC-PG50 Quality Assurance Contract"ration Date-
09/07/2023
Installation Instructions
FL28497 R2.11._Qa:�03�38 pdf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL R2AE514376p
Created by Independent Third Party:Yes
28497.5 185 PW 37x78 Fin,Flange,Finless Frame,Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL28497 R2 C CAC APG(17938)1711,06-106-12-RO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/07/2023
Design Pressure:+50/-63 Installation instructions
Other:R-PG50 FL28497 R2 11. 08-03372,pd
Verified By: Luis R.Lomas,PE PE-62514
ci-catco Dy inuepenuent Tnira Party:Yes
Evaluation Reports
FL28497 R2 AE 5:1.4164--p-df
Created by Independent Third Party:Yes
REVISIONS
REV DESCRIPRON DA'E APPROVED
NOTES: 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 SELF DRILLING SCREWS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
REQUIREMENTS OF THE FLORIDA BUILDING CODE. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUBSTRATE-60CATE-AOUNCLiORS-�AS—SHOWN"1N—Et VATIONS A%D—Wl.5IALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. FOR ANCHORING THRGH FRAME INTO MASONRY/CONCRETE USE 3/1 V7-fAPC0 TH
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1f2" WINDOW UNITS MUST BE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO EfAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE8 SMS OR SELF DRILLII-Z
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. ALL FASTENERS TO BE CORROSION RESISTANT.
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, 20. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
6, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
THE ARCHITECT OR ENGINEER OF RECORD. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
PROVIDED. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWII
OF SUSTAINING APPLICABLE LOADS. IN SHEET 2, 3 AND 4.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 15 FOR GLAZING DETAIL.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BO 03IS—R€GION€=
FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS*----_
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4
" MINIMUM EMBEDMENT }N70 SUBSTRATE.
LOCATE ANCHORS AS-SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0312612019
MI WINDOWS AND DOORS, LLC t1�ttLt?trrrr
650 W. MARKET ST. \\�J��R•�S;�t,Q�i
GRATZ, PA 17030
185 PICTURE WINDONrL 1k•OTIATigilp
81 IMPACT 37" x 78"TABLE OF CONTENTS NOTESw .
SHEET N0. DESCRIPTION DRAWN: OWC N0. REV �18RtD�:'G\' ��
2 ' 4 ELEVATIONS SCALE NTS DATE 03/12/19 OB SHEET 12 OF 15 i�fjsiQ�11,11P
5 — 14 INSTALLATION DETAILS L.ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
15 COMPONENTS 434.888.0808 dtomweldomasm.mm
REVISIONS
REV-[ DESCRIPTION DAIS APPROVED
7��AME WIDTH- FR 37" FRAME WIDTH
14" 14"
MAX MAX. ......
O.C. O.C. NOTES: ..
X. - 344%4"X761/4'
3" MAX. 3" MAX. 3" MAX 1. D.L.O.SIZE.
003- AXCHARTa
CHART#2
NUT with rlgld filfillersMAX kO.C. 14" Framb
14" Frame width On
MAX D.C. Height 24.00 30,00 37.00
--r, fln) H&s jamb H&S Jamb H&S Jamb78" 78.. T '24.00 3 3 3 3 1 4 3 1
FRAME FOR N MBER OF FRAME / FOR NUMBER OF 30-00 3 33 3 4 3
ANCH RS REQUIRED HEIGHT — 3
HEIGHT SEE HART #2 ANCHORS REQUIRED 31160 3 4 3 4 4 4
SEE CHART #2 4200 3 7— 3 4 4 4
4&00 3 4 3 4 4 4
64.00 3 5 3 6 4 5
60.00 3 5 3 6 4 5
16&00 3 6 3 6 4 6
Y
7200 3 6 3 1 6 4 6
00 S' AX.00 78 00 3 T 3 7
r
185 FIXED WINDOW 185 FIXED WINDOW DESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGE&FINLESS INSTAL Al FLANGE&FINLESS INSTALLATION
WITH FILLERS WITH FILLERS
DESIGN PRESSURE RATING IMPACT RATING
+50.01-63.OPSF LARGE
MISSILE IMPACT
MISSILE LEVEL 0,WIND ZONE 3
37"X 78-UNITSHOWN.OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 20.04 FP SIGNED:0312612019
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
185 PICTURE WINDOW 0
0
IMPACT 37" x 78"
WITH FILLERS OTAT4
FLANGE & FINLESS ELEVATIONS E OF 4*�Qzz'
DRAWN: g -
I R
DWG NO. '%-,%4:F ZORM C-
A.R. 08-03372 NN
:N
SCALE NTS DATE 0.3/12/19 IsI'l-3 OF 15
L ROBERTO LOMAS AE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NCZ7023 FL No.: 62514
"Illy
REVISIONS
REV DESCRIPTION ONE APPROVED
2" MIN,
EDGE DISTANCE 1 1/4" MIN.
CONCRETE/MASONRY
BY OTHERS 4 EMBEDMENT
4 4* 4 'A
4 4
.4 j 1 1/4" MIN.
OPTIONAL 1X BUCK 4 �4 EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS 1/4- MAX.
SHIM SPACE
BACKER ROD 1/TM A X. OPTIONAL IX BUCK
ROD
APPROVED SHIM SPACE SEE NOTES 3 — 7
SEALANT SHEET 1 F INTERIOR
3/16" TAPCON
3/16- TAPCON
EXTERIOR INTERIOR
3/16" TAPCON 2"
BACKER ROD MIN'
& APPROVED EDGE
SEALANT DISTAt CE EXTERI
OPTIONAL 1X BUCK SHIM SPACE BACKER ROD
PER ROD
PRO
�VED
SEE NOTE 3 — 7 APPRO D
TAPCON
SHEET 1 SEALANT
CONCRETE/MASONRY JAMB INSTALLATION DETAIL
BY OTHERS -4 1 1/4- MIN. CONCRETEIMASONRY INSTAUATION
4, 1MBEDMENT
4
4.
SIGNED.0312612019
2" MIN.. \Iffilli.11111
EDGE DISTANCE MI WINDOWS AND DO S LLC
' S
VERTICAL CROSS SECTION T. R,.'L 0
GRATZ I
coNcRETEVAsONRYINSrALLATION
11�ET
S
185 PICTURE WINDOW 0 51 •*i=�'
IMPACT 37" X 78"
FLANGE INSTALLATION DETAILS WITHOUT FILLERS • AT OF
REIF '40R\D
DWO NO,
NOTES:
1 NA
1.INTERIOR AND EXrERIOR FINISHES,BY OTHERS, A. 08-03372
NOTSHOWN FOR CLARITY
2.PERIMETER AND JOINT SEALANT By OTHERS TO BE SCAIE NT DATE 03/12/19 [SHEET 6 OF 15 1J111IIN
DESIGNED IN ACCORDANCE WITH ASTM E2112 ----L—ROBERrO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODF010'R VIUE NC2 FL No.: 62514
434-688-0609 dto
Alf"