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Professional �s Product Approval
IlSEII:Public Uses
Regulation
Product Approval menu>.Product or Application Search>ArrikafiomUst>Apppeation Detail
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Application type New
Code Version _,2017
Application Status APPro -
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived .
Product Manufacturer °M15�Windo_wvs_and"Doors' -
Address/Phone/Email - 650 West Market Street
Grata,PA 17030
- (717).365-3300 Ext 2560
bslUinger@mhvd.com
Authorized Signature Brent Srdinger
bslUinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email - - - - .
Category Windows -
Subcategory Single Hung - - -
Compliance Method Certification MarkorUSting
Certification Agency American Architectural Manufacturers Association
Validated By - Steven M.Urlch,.PE -
�� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) .�. . Standard
_ AAMA/WDMA/CSA 101/f.S.2/A440 2008
ASTM E1886 2005
- ASTM E1996 2005
. . Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/29/2015
Date Validated. 07/14/2015-
Date Pending FBC.Approval
Date Approved 07/15/2015
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1.UgdLO... 11/6/2015
Florida Building Code Onluie' Page.2'0£2
Summary of Products
FL'ft - - Node,Number or Mame Description
17837,1 ISERIES GA 7750 PVC SH SERIES GA 7750 PVC SH 531/8)(72IMPACf FIN
Limits of use - Certification Agency Certificate
Approved for use In HVtt2:t No FJ,.178'37 RO C CAA- A�A7750 SH(Finl impact odf _
Approved for use.outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant Yes - 08/12/2020
Design Pressure:+50%50 Installation Instructions
'Other.FRAME MATERIAL TO BE RIGID PVC FROM VEKA AAMA - FLIn37-RO 11 08-01329C odf "
. . CERTIFIED(W-1) Verified By:Luis Roberto Lomas 62514 _
Created bylndependentThird Party:Yes
Evaluation Reports
FL1787 Rn AE 511941odf.
Created by lnd dent lbird Party:Yes
17837.2 SE91Es;sp ,50!R_9„ _ _r- SERIES GA 7750 PVC SH 531 8X72 IMPACT FLANGE
. LLrilit5 gf`275£ °��r®IM �. .
pPToved for use in WN—T No FL17 7
Certification
C CACyAPC GA7tC7$0 SH fFlanael]mdact belt
FL
I1837
Pp�tav, for use dal-WffVH2:Ye Quality Assurance Contract Expiration Date
TmpactRlsistantY+„g �p 08/12/2020.
Design FreSsare Installation Instructions
Other:FRAME MA RIA.TO BE SI01 PSC FROMi _AS F1.17837 g(1 it oe-nQn5D.ddr
-Verified BY:LUIS Roberto Lorna,67514 -
Created by Independent Third Party:Yes
Evaluation Reports _
FL17837 RO AE 51�0254D odf
._.._. Created by Independent Third "yes
® NO
Contact Us::1940 North Monroe Street T-11ahattea FL 32399 phone:850.487-1824
The State of Florida Is an AA/EW employer,Copyright 2007-2013 State at Flurrda ::Privacy Statement:;Accessibility Statement::Rg(ipid Statement
Under Florida law,email addresses are public records.If you do not want your e-mad address released In responsu to a publlo-records request,do,not send electronic
.mail to this entity: contact Instead,contathe office by phone or by traditional mail,it you have any questions,please contact 850.407.139S.-Pursuant'to Section 455.275
(1),Florida Statutes,effective October 1.2012,licensees licensed Under Chapter 455,F-S,most provide the Department with an email address if they have one.The
emalls provided may be used for official communication with the licensee.However emall addresses are publit record.if you do not wish to supply a personal address,
Please provide the Department will)an email address which can be made available be the public.To determine If you are a licensee undertrtapter 455,F:S.,please
cikk.here.
Product Approval Acoeptsi '
sxurit SIF 1401• ”
http://floridabuilding.org/pr/pr app dti:aspx?param=wGEVXQwtDgt2ZOX6B2YIUgdLO... 11/6/2015
REVISIONS
REV OESCR,Fi'!04 a5/15/12 .R.L.
OVED .
A REVISED PER 2007 FBC
B REVISED NOTES di ADDED GLAZING.DETAIL C REVISED NAME REVISED INSTALLATION DETAILS
NOTES: 15.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH DRILLING SCREWS WITH'SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND .
REQUIREMENTS OF. THE FLORIDA BUILDING CODE, STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY DETAILS.
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE 16, ALL FASTENERS TO BE,CORROSION RESISTANT,
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 17. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN.1-1/2" WINDOW UNITS MUST BE MANUFACTURER'S
H STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED .A. WOOD - MINIMUM SPECIFIC GRAVITY-OF G=0.42
INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER).
S. WHERE WOOD BUCK THICKNESS IS, 1-1/2" OR GREATER, BUCK SHALL BE SECURELY D. METAL STRUCTURE: STEEL I8GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
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 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.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS,
9. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR,WOOD ANCHOR CALCULATIONS,
10.FRAME MATERIAL: EXTRUDED'RIGID PVC.
11. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
12, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
13. FOR ANCHORING THROUGH FRAME INTO,WOOD FRAMING OR 2X BUCK USE #10'WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
14.FOR ANCHORING THROUGH FRAME 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. SIGNED;0610812015
MI WINDOWS AND DOORS LLC �\\\�1tLIIIjjj j
CARROLLTON,OTXB75006 �N\4��' EN �
Y•4\G 0
TABLE OF CONTENTS SERIES OA 7750 PVC SINGLE,HUNG WINDOW-IMPACT �'*• p' 8 tit
SHEET N0. DESCRIPTION 53,1NOT X 72" 0 ( +•�
NOTES y�70. TAT OP
i NOTES DRAWN: Dwo No. Rcv i�••FZP.'��.�
2 ELEVATION F.A. 08-00175 D //i/�'1pNAL �
3 — 5 INSTALLATION DETAILSS`NTS JDA7. 7/17/07 sHEer 1 OF 5 7�!!l II14111�X
REVISIONS
REV DESCRIPTION DATE APPROVED'
A REVISED PER,2.007 FBC 8/13/08 R.L.
53 1/8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH B REVISED NOTES &'ADDED.GLA2ING DETAIL 5/15%12 R.L.
6" MAX ------- 14" MAX O.C.--{ 6° MAX 6" MAX 14" MAX O.C. 6" MAX C REVISED NAME 10/15/13 R.L.
D REVISED INSTALLATION DETAILS 05/07/15 R.L.
6" MAX
6" MAX /
1 fi
72" MAX O.C. 72" 16"
MAX �- MAX FRAME MAX O.C.
FRAME
HEIGHT / HEIGHT 1�
NOTES:
/ X 1. MAXIMUM SASH SIZE: 51" X 35 3/4"
2. MAXIMUM D.L.O.: 47 3/4" X 31 3/4"
6" MAX 6" MAX
SFR ES G A?75(7 S11�tGLE1NUNG WINDOW SERIES GA 7750 SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
RECTANGULAR DESIGNER
DESIGN PRESSURE RATING IMPACT RATING
150PSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
Horizon tat Vertical
WOjcltr -%mndm 1M "dow
Hodio`nW mortmMal vor¢c VaNcal. . .
ORslzts IFD C011�S1e IFD
95 17112 2M 27112 1/8° ANN
19 112 ,9^',DIl 35 12 .
2-0)N 23 112 43112 .090" PVB BY DUPONT - -
2r1 27 112 47112 1/8° ANN 1/8" ANN SIGNED:05/48/2015
26 2s 1r2' 61 1re. MI WINDOWS AND DOORS LLC \��11t111111�ii
2-6 31 314 e6 53 112 DURA SEAL
SM2100 1.001 W, CROSBY RD. \\`\� 04f/4/i
3D 35 112 sD 69 ara SILI�B�rrE
SYSTEM' CARROLLTON; TX 75006 ����•\GENS',9,T�i�
314E se v2 s:2 e1 sra . R
[3c8 41 112 . 5S 66 112 1 2 - SERIES GA 7750 PVC SINGLE ,HUNG WINDOW-IMPACT *•. D,.8�6 *_
43 112 l 71 v2 / 53 1/8" 'X 72
4-0 a7 1r2 S.0 72 �* ELEVATION & GLAZING DETAIL i�0•� STATE OF
PG 63 DRAWN; DWG N0. T.
,'nF•'c�OR1OP•\��\
GLAZING DETAIL F.A.. 08-00175 p /gym.....o
SCALE DATE SHEET /////DI}(A 1 \\\
NTS 7/17/07 2 OF 5
REVISIONS
1/2" MIN. REV DESCRiW10N DATE APPROVED
EDGE DISTANCE A REVISED PER 2007 FSC 8%13/08 R.L.
WOOD FRAMING S REVISED NOTES &ADDED GLAZING,DETAIL 5/15%12 R.L.
OR 2X BUCK C REVISED NAME 10/15/13 R.L.,
BY OTHERS 1 1/4" MIN.
EMBEDMENT D REVISED INSTALLATION DETAILS 05/07/15 R.L.
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT � SHIM SPACE
#10 WOOD SCREW
1 1/4- MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
I I INTERIOR
1/2" MIN. o
EDGE DISTANCE
®
BIG WOOD
EXTERIOR INTERIOR SCREW
EXTERIOR
WOOD FRAMING
OR 2X BUCK BACKER'ROD
& APPROVED
BY OTHERS
SILL TO BE SET SEALANT
IN A BED OF
BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL
& APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION
SEALANT
1/4" MAX.
00 SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION SIGNED;05/08/2015
WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC \\\\uuul////z
1001 W.CARROLLTON, TX 750 6 wJ•�\c,
SERIES GA 7750 PVC SINGLE HUNG WINDOW-IMPACT =1k• 0 6
NOTES., 53 1/8" X 72" AIOF
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, INSTALLATION DETAILS ��OO•` TAT OF, ty�
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BYOTHERS TOBE DRAWN DWG Na
DESIGNED IN ACCORDANCE WITHASTM E2f 12 F.A. 08-00175
SCALE NTS DATE.7./17/07 S"EET3 OF 5 /7jIf1111110
METAL 'RcvlswNs
3/4" MIN
STRUCTURE EDGE DISTANCE REV oEscRwnoN WE nacRovFA
BY OTHERS A REVISED PER 2007 FBC 8/13/08 R.L.
B REVISED NOTES&ADDED GLAZING DETAIL 5/15/12 R.L.
SEALANT SHIM APPROVED IM MAX.SPACE C R64SED NAME ' 10/15/13' R:L.
j�
-s. D REVISED INSTALLATION DETAILS 05/07/15 R.L.
f/10 SMS OR 1/4" MAX.
SELF DRILLING SHIM SPACE
SCREW INTERIOR
3/4" MIN.
EDGE DISTANCE
E SMS OR,
SELF
DRtW
EXTERIOR ® INTERIOR SCREWS
METAL ^BACKER ROD EXTERIOR
STRUCTURE & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
p APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
T�SHIM SPACE"
1
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL'STRUCTURE INSTALLATION SIGNED:05/08/2015
MI WINDOWS AND DOORS LLC �NN�i�ulr�ll/��
1001 Wo CROSBY RD. -1\0,. `•�Oh7ff/i
CARROLLTON, TX 75006 �`.;J•y�CEN,p�'9��y
NOTES: SERIES GA 7750,PVC SINGLE HUNG WINDOW—IMPACT ; *• D B k
I.INTERIOR AND EMERIOR FINISHES,BY OTHERS, . 53 1/8" X 72" c�
NOTSHOWNFORCLmi INSTALLATION DETAILS %o � tU�
2.PERIMETER AND JOINT SEALANTBYOTHERS TO BE oRAwN: oxc Ro. RLY i0�{�4, ( P
DESIGNED W ACCORDANCE KI tH ASTM E2112 j(+••iC OR10.•ti.���
scaLF NTS DA1E 7/17/07 DS sO T45- 5 D ,fI�/7ONAG1� 11\
REV&ONS
2 1/2" MIN.
EDGE DISTANCE REV DESCRIPTION DAZE APPROVED
CONCRETE/MASONRY A REVISED PER 2067 FBC 8/13/08 R.L.
BY OTHERS 4 ' ? B REVISED NOTES &ADDED GLAZING DETAIL 5/15/12 R.L.
. < 4 1 1/4" MIN. C REVISED NAME .10/15/13 R.L.
OPTIONAL 1X BUCK � EMBEDMENT D REVISED INSTALLATION DETAILS 05/07/15 R.L.
SEE NOTES 3 —.7
SHEET i
1 1/4" MIN, 1/4" MAX.,
1/4" MAX EMBEDMENT SHIM SPACE
BACKER ROD SHIM SPACE
& APPROVEDSEALANT
3/16" TAPCON 2 MINN, e
,
EDGE INTERIOR
e
DISTANCE 7
3/16" TAPCON
P
EXTERIOR INTERIOROPTIONAL_1X BUCK
� SEE NOTES.3 — 7 EXTERIOR
SHEET 1
CONCRETE/MASONRY BACKER ROD
BY OTHERS & APPROVED
SEALANT
SILL TO BE SET
IN A BED OF- JAMS INSTALLATION DETAIL
BACKER ROD APPROVED SEALANT CONCRETDMASONRY INSTALLATION
& APPROVED
SEALANT
1/4" MAX.
OPTIONAL 1'X BUCK Qoo SHIM SPACE• NOTES,
SEE NOTE 3 — 7 I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 —� NOT SHOWN FOR CLARITY._
2.PERIMETER ANO JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:05/08/2015
a•4' e MI WINDOWS AND DOORS LLC o\%luu/11//
CONCRETE/MASONRY 1001 W, CROSBY R0, `\\\\J�6 GE0�1,9�i��
BY OTHERS CARROLLTON, TX 75006 `v�v� SF,tP
SERIES GA 7750 PVC SINGLE,HUNG WINDOW-IMPACT _k• oy 6
53 1/8" X 72" ¢:
VERTICAL CROSS SECTION INSTALLATION DETAILS :4o'. AT OF ;
QONCRETE/MASONRYINSTALLATION oRAwN: owc ND. REV �'c"•'O4OR1�P•
F.A. 08-00175 p /i �•.•��C�\\\
NAL`1\��\�
SCALE NTS DATE 7/17/07 SHEET5 OF 5 �I��I�
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Date: January 29,2015 J
Product
Category Sub Category Manufacturer Product Name
Swinging Therma Tru Corporation 3-0"x 6-8"
f�xterior 118 Industrial Drive "Smooth Star"
I Exterior Door
° 'rs
Assemblies Edgerton,OH 43517 Fiberglass Single Door
Phone 419.298.1740 Inswing!Outswing"Impact"
Scope: This is a Product Evaluation reportissued'by R W Building Consultants,Inc.and-Lyndon F.Schmidt,P.E.for Thermal Tru
Corporation based on Rule Chapter No.61 G20-3,Method 1 D 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
herein.
Limitations:
1. This product has been evaluated and.is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
excluding 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 areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1998 and
Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction,anchoring of these units shalt be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-5891.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-5891.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testlnq Laboratory Sianed by
ETC.01-741-10700.0 TAS 202794 ETC Laboratories Wendell W.Haney,_P.E.
CTLA 980W SSTD 12-99 Certified Testing Laboratories Ramesh Patel, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-5891.2 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) = n'�s Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Therma Tru Corporation is " i V e No
manufacturing products within a quality assurance program that complies -
with ISO/IEC 17020 and Guide 53. -
Lyndon F.Schmidt,P.E.
FL PE No.43409
1/29/2015
Sheet 1 of 1
THERMAITRUO
37.59"MAX.OA. "r
FRAME WIDTH 00, iq* �^
THERMA TRU DOORS °qV
MAX.
1 1 B INDUSTRIAL ❑R., EDGERTDN, OH 4351 7 �PANEI WIDTH�
/ � UH•;Z
/s�3 4rr _8n
� to 9m�W
'SMOOTH START maa�
li
9Z
FIBERGLASS SINGLE DOOR a
JJNSWING/OUTS-WING
�Z
`IM PACT°I'
W Ed
E�
GENERAL NOTES O �� to
a
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a S
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). m a o
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base m
material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product compries with Section
1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N
level"Wand excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. In
s p z
0
W O
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x o In
buck masonry construction. Ln N
oo a5
ti
5. Site conditions that deviate from the details of this drawing require further engineering analysis w
by a licensed engineer or registered architect. a
e TABLE OF CONTENTS N w
SHEET# DESCRIPTION N=a
1 Typical elevations,design pressures&general notes ltr OVERA DESIGN PitESSDRE,(PSF) ^m m
2 Door panel details � SWJN fRAME N^0 0
Z 3 Horizontal cross sections r ,,`, DlMtIS1Q POSII+IVE NEGATIVE' are 4123108 Isz
4 Vertical cross sections 1
a 5 Buckandframeanchoring-2Xbuckmasonryconstruction �INSW`tNG` 37;59"x819" +67,Q .6],Q sc� N.T.S. 9
Dxc BY: AL m'
� 6 frame anchoring-1 X buck masonry construction a '' +WING 37;39",x 89.69% 3
"
7 Bill of Materials&Components Qt—^` _ 67.Q -67.Q CHK.W. LFS
DRAri7NG NO.:
---�J FL-5881.2 D
a
SHEET 1 Of 7
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IN FIBERGLASS DOOR P.E.1ndon Schmidt
E. No. 43409
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ONAL
y W 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS pgRT OR ASSEMBLY: BUILDING CONSULTANTS
I� iv in �p 1 6111112 REVISED TO 2010 FBC JK DOOR PANEL DETAILS RW P.O. B.. 230, V.Irfoo, FL 33595
NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
C 2008 R.W.BUILDING CDN8-NT9 INC.
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FIBERGLASS DOOR P.E. No. 43409 �j� 0���
Igo
to r- z W 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTSC`""
Iv N N fn 1 6 11 12 REVISED 70 2010 FBC JK HORIZONTAL P.O. Box 230, Valrico, FL 33595
0 IE—-.-.__._ 6Y' CROSS SECTION Phone No.: 913.659.9197
REVISIONS FBPE CA No. 9813
0 2008 R.W.BUILDING CONBULTANTa IND.
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No.43409
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TNERMA—TRU Lyndon F. Schmidt �i� •f20R..
FIBERGLASS DOOR P.E. No. 43409
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1 2B 15 UPDATE TO 5TN ED, 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, ItJiC.
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REVISED-TO 2010 FBC JK P.O. Box 230,Valrlco, FL 33595
IV ^' °o DATE $1L. VERTICAL Phone No.: 813.659.9197
REVISIONS 'CROSS SECTIONS FBPE C.A. No. 9813
®2006 R.W.BUILDING CaNBULTANTB INC.
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CONCRETE NOTES: o o D:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
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2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
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may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 9 m
3.Concrete anchor table: 28 K ��,!ANcHok
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ULTRACON 1/4" -1/4" �" 4" CHK.Tx: LFS 3
€ WOOD SCREW INSTALLATION NOTES: DRAWING No.:
1.Maintain a'minimum 5/8"edge distance,I"end distance,&1"o.c.spacing HINGE DETAIL LATCH d DEADBOLi DETAIL FL-5891.2 0
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of wood screws to prevent the splitting of wood. SHEET 5 or 7 "
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3. Concrete anchor table: 10 ^a
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TAPCOO 1/4" 1-1/4" 2" 4" SCALE N.T.S.
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~ TAPCON® 3/16" 1-1/4" 3" 1-1/2" CHK BY.. LFS 3
€ WOOD SCREW INSTALLATION NOTES: HINGE DETAIL MWINo No.:
1.Maintain ci minimum 5/8"edge distance,I"end distance,&1"o.c.spacing FL-5891.2 0
JR of wood screws to prevent the splitting of wood. sHrEr 6 or 7
BILL OF MATERIALS :MY
ITEM DESCRIPTION MATERIAL
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A iXBUCK SG>=0.55 WOOD = ; •Z. �
B 2X BUCK SG>=0.55 WOOD •' �`
4.56" :�Ys o m
C MAX.1/4"SHIM SPACE WOOD '�.� •••.. �.`� F 0!2
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL cyy i��'' /►L 4 11���%%��`` o o'm
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE o a;
301'OR HOLLOW BLOCK CONFORMING TO ASTM C90 I
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL ^o f- —2.36"--{� h o E m z m o°
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL v 9 0 0`a
J 114'X 3-3/ePFH ITW CONCRETE SCREW STEEL
19 su HEAD d SIDE `d 4 m
K #8 X 2-1/T PFH WOOD SCREW STEEL 0Jamb
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L #10 X 7'PFH WOOD SCREW STEEL
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 3 d
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4"X 4"HINGE.097'THK. STEEL
10 #10 X 3/4"PFH WOOD SCREW STEEL -d
17 KW(KSET SIGNATURE SERIES PASSAGE LOCK STEEL c) Q�
18 LOW PROFILE OUTSWING BUMP FAQE THRESHOLD ALUM./WOOD b� 2.20 6 w z
19 HEADER JAMB PINE,S.G.>=0.42 WOOD m a
20 SIDE JAMB PINE,S.G.>=0.42 WOOD
21 KW(KSETSIGNATURE SERIES 780 DEADBOLTSTEEL xm N ��
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27 LATCH STRIKE PLATE STEEL �- —4.67' -I o m
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28 DEADBOLT PLATE STEEL
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32 DOOR BOTTOM SWEEP PVC a arr
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP, 18 LOW PROFILELOW PROFILE OUTS�ING BUMP FACEBUMP FACE
40 FIBERGLASS DOOR PANEL-SMOOTH STAR m
41 SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC
THERMA-TRU WITH YIELD STRENGTH F,y(MIN.)=6,000 PSI m
t 42 TOP RAIL COMPOSITE
3 43 LATCH STILE LVL WOOD'
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4d HINGE STILE WOOD w m m
0 45 BOTTOM RAIL COMPOSITE' W o g
46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75' N
47 LOCK BLOCK REINFORCEMENT WOOD o o a
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CHK.9Y: LFS �3
DRAVANG NO.:
FL-5891.2 13
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SHEET 7 OF 7