HomeMy WebLinkAboutOwner Builder Affidavit 71
* _ x ,;
Planning&Development Services Department
® Building&Code Regulations
o 0 2300 Virginia Avenue
Fort Pierce,Florida 34982
(772)462-1553;
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S.489.103(7)EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even
though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You
may build or improve farm outbuildings, a one-family or two-family residence for your,use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed
contractor who is not licensed to perform the work being done. Your construction must comply with all a licable
laws,ordinances,building codes,and zoning regulations. Initial_
I understand that the building official and inspectors are not there to design or give advice on how tooeet
the minimum code. Initial
I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. n
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liab a for the
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on..my construction project-
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relateg medical
cost,which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection,an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Department to the Florida State Department of Professional Regulation. Signed and ackno ledged on this
day of-�@��' of 20�.
01 rl
Owner/Suilder Signature
STATE OF FLORIDA
COUNTY OFr. g_ nn--
The f egoing instrum t was acknowledged before me this day of —ro —,20-01
by ,_ l R who is personally known to me,or who has
produced as identification.
Signature of Notary Type or Print Name oiNotary (Seal)
Title:Notary Public Commission Number s,
silt ; N
SLCPDSD Revised 05/15/2014 f Y `mac NotaL�lSk1AHNA 1NGni ;',
1'JgtaTy.,Public-State of Flon;;.
+ .,.
• �E �•.
My Comm.Expires Dec 20,20 1�.>,
a,= Commission#FF 177249
Bonded through National Notary Ass; '
Florida Building Code Online Page 1 of 3
TIM
j0 ..
-
Bcrs Home Login User Registratlan Hot Topla Submit Surcharge .Stats&Facts_s: Publicatlons FBC Smft: BCIS Site Map Unks Search
,aa
Product Approval
i' USER:-PubllcUser - r
or A r[ADDroval Menu>Product or Adolf on Search>ADolicaUon Ust°i Application Detail � � '• ��
�—��^� •. "€' i f.. moi,
" t 1 FL# FL37499-RL C/
r Application Type Revision °c
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 MI Windows and Doors
Address/Phone/Email 650 West Market'Steet
Gratz;PA 17030
(717)'36573300 Ext 2560 I
bsitlinger@miwd.com II
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows,
Subcategory Single,Hung
Compliance Method Certification Mark or Usting
Certification Agency American Architectural Manufacturers.Association.
Validated By Steven M.Urich•PE
Validation CHeckilst-Hardcopy Received
Referenced Standard and Year(of Standard) Standard i Yea[
AAMA'S06 j 2008
AAMA/WDMA/CSA-101/I.$.2/A440 i,, 2008
Equivalence of Product Standards
Certified By ,
i
Product Approval Method Method i.Option A.
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Appfoval
Date Approved 08/05/2016
hupl/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSOG... 9/7%2016
Florida Building Code Online, Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits:of Use Certification Agency Certificate
Approved forusein HVHZ:No FL17499 Rt C CAC MI Windows-185 SH(Fin)Impact
Approved for use outside HVHZ:Yes 2 , df
Impact Resistant:Yes FL17499 R1 C CAC MI Windows—185 51-1(Fin)Imoact
Design Pressure:+55/-55 (3).odf
Other:R-PGO,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC M4 Windows-185 SH(Flanoe)Imoact
bedded in Pecora 896 sealant. 2 . df
EL17499 R1 C CAC MI Windows-1185 SH(Flange)impact
5 . df
Quality Assurance Contract Expiration Date
10/10/201$
Installation Instructions
FL17499 RI II 08-02544A.pdf
Verified By:Luis R Lamas PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE' 513320A bd
Created by Independent Third Party:Yes
17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R1 C ICAC APC(133(j2)E1725 Q1-109-47-R0 185
Approved'for use outside HVHZ:Yes $H(FLG waiver)5-SIG 1-8A.52 1-8X84 860(100918)odf
Impact Resistant:No FL17499 R1 C'CAC MI Windows-185 SH(Fin)(10)odf
Design Pressure:+60/-60 EL19 R1�'t AC MI�Nindows']85 SH[Fin)(4 odf
Other:R-PG55 EL17499 Rl C CAC MI Windows 185 SH(Flange)(9)-ode
Quality Assurance Contract Expiration Date
10/09/2018'
Installation Instructions
FL17499 RI II.08-02546A.odf
Verified By:'Luis R Lomas;PE 62514
Created,.byIndependentThird Party:Yes
Evaluation Reports
FL17499 R1 AE 513372A:odf
Created by Independent Third Party:Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of use Certification Agency Certificate
Approved for use in HVHZ:N4 FL17499 R1 C CAC MI Windows 185 SH(Fin)Impart
Approved for use outside HVHZ:Yes 4 . df
Impact Resistant:Yes FL17499 R1 C'CAC MI Windows_185 SH(Fin).Imoact(5)
Design Pressure:+55/-55 Done.Ddf
Other:'R-PG55*,Missile Level D,Wind Zone 3.Glass to be FL17499 R1 C CAC MI Windows_185 SH(Flange)Imoact
bedded in Pecora 896 sealant. (3Lpdf
FL17499 RI C CAC MI Windows-185 SH 1171ange)Impact
(4).pdf
Quality Assurance Contract Expiration Date
10/17/201$
Installation Instructions
FL1749Al II 08-02 45A odf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE 513321Apdf
Created by Independent Third Party:Yes
17499.4. 185'SH 52x72 Fln/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate'
Approved for use In HVHZ:No FL499'R1 C
17CAC APC(13362)E1726 A1-109-47-R0 185
Approved for use outside HVHZ:Yes SH(FLG waiyer).pdf
Impact Resistant:No FL17499 R1 C CAC MI Windows-185 SH(Fin)(11. ).pdf
Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-1,145 SH(Fin)(12).pdf
Other:R-PG60 FL17499 RI C CAG MI Windows 185 SH(Flange)
10 .'d
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 RI II 08-02549A.pd
Verlfied By;Luis R Lomas PE-62514
Created by IndependentThird Party:Yes,
Evaluation Reports
FL17499 R1 AE 51332Modf
Created by IndependentThird'Party:Yes
36
17499.5 185 SN x84.Fin/Flange Frame I,G(SG Single Hung Laminated Glass
http://floridabuilding.org/pr/pr�_appjtl.aspx?param--WGEVXQWtDgtCUGgvjQiz6BPhSQG... 9/7/2416
Florida Building Code Online Page 3 of 3
Limits,of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499.111 C CAC APM,3363M,729.01-109-47-110 185
Approved for use outside HVHZ:Yes SH(FLG waiver)pdf
Impact Resistant:No FL17499 111 C CAC MI Windows-185 SH(Fin)(13).Ddf
Design Pressure:+60/-60 FL17499 R1 C CAC MI Windows-185 SH(Fin)(14).pdf
Other:R-PG60* FL17499 Rt C CAC MI Windows-.185 SH(Flanael
11.. df
Quality,Assurance Contract Expiratlon'Date -
SO/17/2018
Installation Instructions"
FL17499 RI II 08-02550A: df
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE'513328A.odf
Created by Independent Third Party:Yes
17499.6185,Triple SH 111x72 Fn Frame IG/SG Single Hung 110x72 Flange f=rame
IG/SG SingleHungi
Limits of.Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R1 C:CAC MI Windows-.185 SH Trinle(Fin)
Approved for use outside HVHZ:Yes 3 . d .
Impact.Resistant:No FL17499 R1 C 'CAC MI Windows 185 SH Triple(Fin)
Design Pressure:+50/-50 (4).)d
Other.R-PG50* FL17499 RI C CAC MI Windows;185 SH Triole(Flange)
3 : df
FL17499 R1 C'('AC MI Windows-185 SH Triple(Flange)
(4)pdf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 RI IT"Q�02548A odf
Verified By:Luis R Lomas'PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
EL17499 R1 AE 5133248.pd
Created by Independent Third Party:Yes
17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung,105x72 Flange Frame
TG/5G Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No. FL17499 RI C'CAC MI Windows--18S SH Twin(Fin)
Approved'far use outside HVHZ:Yes '3lpdf
Impact Resistant:No F�17_�9 R1 C CAC MI Windows-185 SH Twin(Fin)
Design Pressure:+451-45
Other:R-PG45 FL17499 RI C'CAC MI Windows-185 SH Twin(Flange)
DMA
FL17499 R1 C CAC Mi Windows-185 SH Twin(Flange)
(4),odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 II 08-02547A pdf
Verified By:.Luis R Lomas,PE-62514
Created by.Independent Third Party:Yes
Evaluation Reports
FL17499 R1 AE 513323A.Ddf
Created by Independent Third Party:Yes
Back Nex#
Contact Us::7601 ela GS'+_tone Road,Tallahassee R 32399 Etione:850-487-182a
The state of Florida Is an AA/Mo employer.Can edgilt 2oo7-2oi3 state of Florida, -,Privacy stab mens;;�Am.dbitity te+�nt: Refund Statement
under horlda-law;email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send
electronic mall to this entity,Instead,contact the office by phone or by traditional mall.if you have any questions,please contact$50.487.1395.-Pursuant to
Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.mut provide the Department with an email address If
they have one.Tile-emails provided may be used for official communication with the licensee.However email addresses are public record.Myou-do not wish to
supply a personal address,please provide the pepartrnent 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 ciick tteEL, '
Product Approval Accepts:
Credit Card_—
Safe
http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQWtDgtCUGgvjQiz68PhSOG... 9/7!20'16
_ REVISIONS
2 3/16" 1 7/8" 1 3/8'�r REV DESCRIPTION DATE 7- 1VED
A -REVISED ANCHDR'SPACING k CHARTS 07/11/16
2 '3/16"
13/16" L 2. 3/16" 2 3/1fi"
J� 1 5I/16"
5/8" - -
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FIMLESS FRAME JAMB
CM-16501 cm-6503 CM-18553. CM-16513 1/8" ANN. 1/8" ANN.
ALUMINUM 6063.T5.0501 THICK ALUMINUM 6063-T5.050^THICK ALUMINUM 6063-T5'050'•TNICK ALUMINUM 6053-T5.050"THICK
-1/8"-ANN.-
2
/8" ANN:.2 5/16"—j 2 5/16" —I 2 5/16---1 .090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
--2'3 16" -- EXTERIOR
i — INTERIOR
3 3/8" 2 13/1 E 3 3/4" 1/2"-BITE— SILICONE
SEALANT
2 5%16"
L SETTING BLOCK
FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL A
CM-16502 CM-18554 FIN FRAME SILL FIN FRAME HEAD
ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-TS.055'THICK CM-18509 CM-18508
ALUMINUM 6063-T5:.055'THICK ALUMINUM 6063-T5.050'THICK 3/8"
1 7/16" 1/8" ANN
1 5/8 1/8" ANN.
�{ 1 1/8" 2 3/8" .090 PVB'BY KURARAY
{—
T I �
1 2 5/16" I 2 3/16"
EXTERIOR
L
2" I INTERIOR
L1%2"" BITE SEALANE
SEALANT
LOCK AAIL/STlLE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB T-
CM-18505 CM-18565 CM-16504 CM-18510
ALUMINUM 6063-T5.062"THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-TS.055'THICK ALUMINUM 6063-TS.050'TH1CK SETTING BLOCK
GLAZING DETAIL B
7/16„ J1
SIGNED:07/12/2016
1" 15/16" 15/16"
M650 WINDOWS MAXED DOORS `\\``J\y11R..9./'.
GLAZING BEAD GLAZING BEAD SASH STILE GRATZ, PA 17030-0370 1�,,��G ENs�-s
CM-18535 CM-18521 CM-18507 SERIES 1135 ALUMINUM SINGLE HUNG WINDOW]=-v
;>�•/J,��('�0�6�5 *C
RIGID PVC:050'THICK RIGID PVC.050"THICK ALUMINUM 6063-T5.050"THICK 52"X72"- LMI S
COMPONENTS -q1`"� SSSTATEE OF �
DRAWN: DWC NO. REV
SCALE DATE 08-5014 A /ONAi,k?��\` '
NTS 12/09/1'4 9 OF 4
1 1/4" MIN. REV61ONSRey EMBEDMENT DESCRIPTION DATE APPROVED
#8 WOOD I SCREW WOOD FRAMING A REVISED ANCHOR SPACING & CHART 1 07/11/2016 f2.L
BY OTHERS
r
1/4" MAX.
—L SHIM SPACE
7/16" MIN
EDGE DISTANCE
WOOD_FRAMING 1/4" MAX
- ---- BY OTHERS: SHIM-SPACE
INTERIOR
1
MIN,1N.
EXTERIOR EMBEDMENT
INTERIOR T-
1;8.WOOD
'SCREW
7/16"MIN
EDGE DISTANCE EXTERIOR
Iy_
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX NOTES.,
SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
—� 2.PERIMETER AND JOINT SEALANT BYOTHERS;TO BE
7/16" MIN �— DESIGNED INACCORDANCEWfTHASTME2112
EDGE DISTANCE
#8 WOOD WOOD SIGNED:07/12/2016
SCREW FRAMING
i BED MIN. BY OTHERS MI WINDOWS AND DOORS \\S 111IIIIoii
EMBEDMENT �\ A• L �/
650 WEST MARKET STREET NN \•.•••.�! i
VERTICAL CROSS SECTION GRATZ, PA 17030-0370 �w•�\CEN39s�i�
WOOD FRAMING oR2XSUCK fNSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*- 0„51261/�
52"XLATL
FIN INSTALLATION
DETAILS DETAILS �0,, $$TATEE OF
DRAWN: WG NO. REV �i��•O�cS;�[0RSQP G�
N.G.
OB NTS DATE 12/09/14 sHEET84A
OF 9
SCALE /�77%j/1NA}`%�\\�`
2'1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRJPTION GATE APPROVED
CONCRETE/MASONRY
BY OTHERS ° A REVISED ANCHORSPACItJG& CHARTS 0711712016 R.L.
OPTIONAL 1X BUCK e • ° • + a 6°4 1 1/4" MIN.
SEE NOTES 3 - 7 EMBEDMENT
—T 1 1/4" MIN.
SHEET 7 1
- - , EMBEDMENT
CONCRETE/MASONRY -
1/4" MAX. BY OTHERS OPTIONAL 1X BUCK
BACKER ROD SHIM SPACE SEE NOTES 3 - 7
& APPROVED- _ _ v SHEET 1
SEALANT
3/16" TAPCON 3/16" TAPCON
T/4" MAX.
SHIM SPACE
INTERIOR
. 0
a �
{ mn
r
EXTERIOR INTERIOR 2 1/2-
MIN.j2"MIN. c r
EDGE `
DISTANCE °e
EXTERIOR
° BACKER ROD
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION'mm&
BACKER ROD IN A BED OF CONCREMMASONRYINSTALLATION
& APPROVED APPROVED
SEALANT STRUCTURAL
SEALANT
OPTIONAL 1X BUCK 1/4" MAX. NOTES:
SEE NOTE 3 — 7 SHIM SPACE 1.INTERIORANDEXTERIOR FINISHES,BYOTHERS,
SHEET 1 NOTSHOWN FOR CLARITY.
2 PERIMETERAND JOINT SEALANT BYOTHERS TO SE
CONCRETE/MASONRY DESIGNED 1NACCORDANCEWITHASTM:E2112
BY OTHERS ° '.a '' c .`y SIGNED:0711212016
°y a •'
,4 MI WINDOWS AND DOORS
d a S50 GRATrZ,SFA 7703Q STREET0370 `N;4 �ENp�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW To ,51OF *=
S2"X72AT LMl. _vE
VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS „�• TA7
REV
25
CONGRETE/MASONRYINSTALLAT?ON oRnmN:' owc No. HQ' s F(0R{pP G\�
SCALE NTS DATE 12/09 14 08 SO"EET74OF 9 A /�fft+$'�gAJAI`E�t\\\
1/2" MIN MASONS
EDGE DISTANCE REV DESCMPTIDN DnrE APPROVED
WOOD FRAMING3/4 MIN A REVISED ANCHOR SPACING&CHARTS g7jt"tj2618 R.L.
OR 2X BUCK�� EDGE DISTANCE
BY OTHERS METAL 1 1/4".MIN. 1/4"MAX:
STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS 1/4"'MAX.
SHIM SPACE
BACKER ROD 1/2„ INTERIOR
8c APPROVEDWSHIM
AX.
SEALANTACEMIN
APPROVED EDGE
- SEALANT DISTANCE
#10 WOOD SCREW *ERA
bio woodscREw#10 sMs OR OR
EXTERIOR SELF DRILLING WOOD FRAMING
SCREW OR 2X BUCK
BY OTHERS
& APPROVED
SEALANT
INTERIOR JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLA77ON
EXTERIOR INTERIOR 1/4- MAX.
SHIM SPACE
X10 SMS OR. INTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET
I—
IN A BED OF SILL TO BE SET 3/4"
APPROVED MIN.
STRUCTURAL IN A"BED OF EDGE
APPROVED
BACKER ROD SEALANT STRUCTURAL DISTANCE EXTERIOR
& 'APPROVED BACKER ROD SEALANT
SEALANT 1/4" MAX. & APPROVED
SHIM SPACE SEALANT METAL BACKER ROD
SHIM
WOOD FRAMING HIM MAX. STRUCTURE & APPROVED
OR 2X BUCK _� SPACE BY OTHERS SEALANT
BY OTHERS METAL --( JAMB INSTALLATION DETAIL
STRUCTURE '
BY OTHERS METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION
SIGNED:071121201&
WOOD FRAMING OR2XBUCK INSTAUA770N 'VEMI WINDOWS AND DOORS �1111uu/1//
METAL SECTIONCAL CROSS
aLsrRugruREwsrALLArroN 650 WEST MARKET STREET `�����5 R••'Lp /i/��
GRATZ, PA 17030-0370 `'•.ti�CEN�g9 �i'
NOTES. SERIES 185 ALUMINUM SINGLE HUNG WINDOW *'•!/tl�0 sr"
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 52"X72"— LMI ='o 5( �
NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS TAT OF
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE awwN. REv ••F( • �`
OESIGIN
NEpACCOREWI
DANCTHASTME2112 awc ♦ms s. OR10P
•G�`�
scuE NTS °ATE 12/09/14 D8 S"EET640F 9 A //`f1 111111 ?V`\`
REVISIONS .
2 1/ MIN.
EDGE DISTANCE Rei DESCRIPTUN WE AvpRovEo
A REVISED ANCHOR SPACING & CRAM 07/11/20161 R.L.
CONCRETE/MASONRY
BY OTHERS,
a d °
d
OPTIONAL 1X BUCK ° ° oa a 1 1/4" MIN.
SEE NOTES 3 — 7 EMBEDMENT 1 1/4" MIN.
_SHEET 1 I EMBEDMENT
CONCRETE/MASONRY SHIM
MAX.
SPACE
J 1/4" MAX j BY OTHERS
BACKER„ROD SHIM SPACE
&-APPROVED
SEALANT
3/16" 7APCON 3/16" TAPCON.
4-", INTERIOR
EXTERIOR . INTERIOR z '
N.
MIN.
EDGE v
DISTANCE "
L_ •' ; _ EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
SILL TO BE SETCONCRETEMASONRY INSTALLATION
IN A BED OF
BACKER ROD APPROVED
& 'APPROVED STRUCTURAL
SEALANT SEALANT
NOTES:
OPTIONAL 1X BUCK 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEE NOTE 3 — 7 SHIM SPACE NOT SHOWN FOR CLARITY.
SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED.IN ACCORDANCE WITH ASTM Eli 12
CONCRETE/MASONRY SIGNED.07/12/2016
BY OTHERS °. a ' °a
° .Q MWMKED DOORS
650ESTA
e'' <d GRATZ, PA 17030-0370 `�,•��CEN& .s
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 61 *=
52"X72"- LMI
FLANGE INSTALLATION DETAILS ��, TAT OF
VERTICAL CROSS SECTION
CONCRETEMASONRYINSTALLATION MwN: owe No. ae� %O°��F�ORI�Q:G
scut NTS onTe 12/09/14 08 O E5540F 9 A Aj1E��V\�
1/2" MIN R"ONS
EDGE DISTANCE REV DESCfbPTION DATE APPROVED
/
WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING&CHARTS 1 07/11/2016 R.L.
OR 2X BUCK EDGE DISTANCE
BY OTHERSYSIH/I
1 1/4" MIN METAL 1 1/4" MIN, 1/4" MAX,
EMBEDMENT STRUCTURE EMBEDMENT' SHIN SPACE
BY OTHERS 1J4" MAX.
SHIM SPACE
BACKER ROD 1/2°_
& APPROVED . �-fMIN INTERIORSEALANTPACE APPROVED EDGE
SEALANT DISTANCE
#10 WOOD SCREW -- -
#10 WOOD
SCREW �e s
{}10 SMS OR
- SELF DRILLING WOOD FRAMING
SCREW OR 2X,BUCK EXTERIOR
BY OTHERS BACKER ROD
& APPROVED
SEALANT
JAMBINSTALLATIONDETAIL
WOOD FRAMING OR 2X BUCK INSTAU A7 ON
INTERIOR
EXTERIOR INTERIOR 1/4" MAX'
EXTERIOR SHIM SPACE
#10=SMS OR 1p,-vt
TERIOR
SELF DRILLING
SCREWS
SILL TO BE SET 3/4"
IN A BED OF MIN,
APPROVED STRUCTURAL SILL TO BE SET EDGE
F�N;
STRUCT IN A BED OF DISTANCE
BACKER ROD APPROVEDERIAPPROVED STRUCTURAL OR
SEALANT 1/4" MAX. BACKER ROD SEALANT METALSHIM SPACE & APPROVED STRUCTURESEALANT 1/4" MAX. BY OTHERS
WOOD FRAMING SHIM SPACE & APPROVED
OR 2X BUCK SEALANT
BY OTHERS METAL-*",
JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
SIGNED:07/1212016
VERTICAL GROSS SECTION
WS AND
WOOD FRAMING OR2XBUCK INSTALLA710N ERTICMETAL ALCROSSSECTION URE STALLATION M65RAWEST AM;MARKET STREET s-0370 �,\�J��`RENIa�9rrrr
�'• yVG 8F;•�'
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*M- TAT 51 tt=
1.INTERIOR ANoEXTERIORFINISHES,BYOTHERS, 52"X72"- LMI NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS ��0OF
Z PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DRAWN: DWG NO.
Ret rp••'cl 4'
DESIGNED IN ACCORDANCE.WITHASTM E21i2 N.G. 08-02544 A rrrjYSS/QALC�G\ `
SCALE NTS °A 12/09/14 S"EET4 OF 9 lTIIIIIIIIttt���
REVI90NS
E dPARQVEO
'52' MAX,FRAME WIDTH 52" MAX.FRAME WIDTH REV REVISED ANeHDR Sr:Acttcc �cHARTs. 07ft1jts R.L.
2" MAX }" WAX O0.C, 2" MAX 2 MAX MAX 00.C. 2" MAX
r�
t
2 TAX_
(� / _ •-.-
10." MAX 1/ 10 MAX
721* 72" OX. J/ CHART#2
-MAX-- -} MAX_ T—
FRAME FRAME - - - Number of anchor locations required
HEIGHT f " HEIGHT
Frame. Frame Width(in) -- -- - -- - - -
Height 18.00 .2400 90.00 36.00 4208 4908 5200
(In) HA S Jamb H&S I Jamb H&5. Jamb �H B.S Jamb HSS Jamb H&S Jamb H&S I.Jamb
:24.00. 3 "3 3 1 3. 4 -.-3 ,.8 3 5 1 3 8 3- 6 3
�f 90.00 3 :A '3 4 44 B A : 5 4 '8 4 6 4=
'- REVISIONS; ..
REV. OESCRIrPPON PROV:O... ..
52"'MAX FRAME WIDTH 52" MAX FRAME WIDTH
A REVISED ANCHOR SPACING &CHAPTG 07/11/16 R.L
2" MAX16" MAX O.C. 2" MAX 2" MAX 16` MAX Q.C. 2" MAX
• I 11 11
2" CHART#1
N
Number ofanchor locations'required
Frame rame Width
1&00 1 2A
30.00
t.6.. _ -/ .. _ H(in)t .Head, Jamb Head t-JJamb Hood i J mbR Held Jamb Head OJ nib Head.Jamb Head 00 tJJamb
MAX / - - MAX - _ ___.._ - 24,001, 2 —3—_3 ...3_.-,:3 3' -. 3.:,- 3. ..-4 3:. _•-4 ,-3r' 4. -:3._ !.
D.C. 30.00 -2 3, 3 3 3, 3 3 3 4 3 4 "3 4 3
72" I 72" 36,00 2 3 3 3 3 3 3 3 4 3 4 '3 4 3
`MAX - MAX 42.00 2 4 3 4 3 4 3 4 - 4 4 4 4 4 4' -
FRAME / FRAME — 4100 .2 4 3 4 3 4 3 4 4 4 4 4 4. 4
HEIGHT If HEIGHT 54.00. 2 5 3 ,-5 3 6 3 - 5- 4 =5' 4- .5 4 ,5.
h 60,00 2 5 3 5 3 ._ 5 3 16 -4 5 1 4 5 4 S
5 3t 53
3.. B 3.. '14 3 6 1 4 1 6 1- 4 1 6 1 ,4 I
785 ALUMINUM'SINGLE HUNG:WINDOW 185ALUMINUMSINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE&hNLESS'INSTALLATION FLANGE&FINLESS INSTALLATION
SEECHART#I FOR SMALLER UNITS REQUIRED ANCHORS SEECHART#I FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING,RATING• IMAACTRATING -
.
.t55.OPSF LARGE
MISSILEIMPACT
MISSILE LEVEL D,WIND ZONES
NOTES: SIGNED:07/12120116
1. MAXIMUM SASH'''SIZE:.51" X 36".
2.'MAXIMUM SASH DLO.: 47 5/8''X 32 1/2".
3. MAXIMUM FIXED D L.O,.: 49 3/8" X 32 1/2". MI WINDOWS EST AND DOORS650
ET STREET
GRATZ, PA 17030-0370 =r`�•VBG N y+ S'�r�i�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• 0 31 i+t
52"X72"— LMI +,fy 4
FLANGE & FINLESS ELEVATIONS �►, TRT
HARDIA/ARESCHEDULE DRAWN: DWG NO. REVlk �!,Q'�'F•:°1pRtOP+�d
B. I2 BLOCKANDTA(KLE BALANCEAT'AMBSD INTERIOR MEETING RAIL scA�E NTS DATE 12/09/1.4 08-02544sSHEET 9 A ///,SI1��t�A I ?G``,
REVISIONS
REV DESCRIPTION DATE APP.<OVED
- A REVISED ANCHOR SPACING & CHARTS 07/71/16 R.L.
NOTES:. 15. FOR ANCHORING THROUGH 'FRAME-INTO WOOD FRAMING OR 2X BUCK'USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBEDMENT INTO
_REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATE.LOCATE ANCHORS.AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED ANO ANCHORED:TO`PROPERLY 16.FOR ANCHORING THROUGH FRAME'INTO 16ASONRY/CONCRETc USE 3/T6' TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT N: INTO SUBSTRATE WITH 2
BUCK OVER MASONRY CONCR`TE IS`OPTIONAL. -
3. --TX K / 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS,AND
4. .WHERE SHIM OR BUCK THICKNESS 4S LESS THAN 1-1/2" WINDOW UNITS MUST BE 17• FOR ANCHORING THROUGH-FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
ANCHORED'THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
- MASONRY, CONCRETE OR-OTHER--STRUCTURAL_SUBSTRATE-MATERIAL. --DETAILS, - -- - - --
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18, ALL FASTENERS TO BE CORROSION RESISTANT,
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED 'HOOD BUCK:IN ACCORDANCE,'WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND'ANCHORS SHALL NOT BE USED. IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS' LESS THAN THE MINIMUM'STRENGTH SPECIFIED BELOW:
6. WHERE 1X'BUCK ISNOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0:42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE'RESPONSIBILITY CF B. CONCR7E: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER.ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND-WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI�OR
PROVIDED. ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
B. FOR'FIN INSTALLATIONSHIM.AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM: SHIM WHERE SPACE`OF'1/16".OR
,GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF-SUSTAINING APPLICABLE LOADS.
10.WIND LOAD DURATION FACTOR Cd"-l'.5 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.FRAME MATERIAL: EXTRUDED:RIGID PVC.
1-2:UNITS MUST BE GLAZED PER ASTM E1.300-04/09, SEE SHEET 9,FOR,.GLASS DETAILS.
13:APPROVED IMPACT 'PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND
- BORNE DEBRIS REGIONS.
14. FCR ANCHORING THROUGH FIN INTO WOOD FRAMING OR'2X BUCK USE #8'W00D SCREWS '
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT-INTO SUBSTRATE.
LOCATE ANCHORS AS. SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNEDt'07/12/2016
MI WINDOWS AND DOORS
650 WEST MARKET STREET �J\J\� •C0�19/i�
TABLE OF CONTENTS GRATZ, PA 17030-0370 `v,•�\GEN.SF,tp
SERIES '185 ALUMINUM SINGLE HUNG WINDOW C*�/�06�1
/��L2
ynSHEET NO] DESCRIPTiONn
52".X72"- LMI =:p asttt7(�3`F�t� `
1 NOTES NOTES �y0'", SSSTATEE OF �•
2 - 3 'ELEVATIONS DRAVIN: DwA No. REv-[PATE 120914 �iXs.'cCOR1�Q::G\;��
5 - 8 INSTALLATION 'DETAILS N.G.
`lu 08-02544 E10F 9
A ///,S101NIfA111E?\\\\
9 COMPONENTS do GLASS DETAILS NTS / /