HomeMy WebLinkAboutProduct Approval Florida Building Code Online
+ J
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
b' Product4 Approval pr
USER:Public User
Product Approval Menu>Product or ADDlication Search>Application List>Application Detail Ory i p
FL# F116708-R13 REVIEWEDApplication Type Revision OIL
Code Version 2020 CODE COMPLIANCE
Application Status Approved
ST. LUCIE COUNTY
Comments 1�?pOCC
Archived ❑
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd /
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld wen.com He Copy
Authorized Signature Rylee Sumner Fricks
fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
El Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R13 COI COI JW SS 2015-04 27.12df
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
http://www.floridabuilding.org/pr/pr_app_dtl.aspx7paramwGEVXQwtDqu8obl%2flZm6TudWOg6cFU1Gz%2bYuNViQ9olAo7zp34bbWg%3d°/u3d[12/16/2020 3:25:39 PM]
Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FLI 708 R13 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.odf
----------------------
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/03/2020
Date Validated 10/08/2020
Date Pending FBC Approval 10/16/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
16708.1 A Design Pro/ Smooth Pro/Studio Single(X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use u Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.1 SS 2019-10 01.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4663.2 SS 2019-10-01.odf
Created by Independent Third Party: Yes
Design Pro moo Pro erg ass Single ImpactGlazedDoor - x - an x - Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.2 SS 2019-10-01.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4438.3 SS 2019-12-13.odf
Created by Independent Third Party: Yes
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6 0 x 6 8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS
Approved for use outside HVHZ:Yes 2019 12-12.odf
t Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4664.2 SS 2019-10-01-pdf
Created by Independent Third Party: Yes
16708.4^` D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015705 - DP SP GLZ LMI HVHZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.pdf
Created by Independent Third Party: Yes
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,0/O,X/O,X,O) Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.5 SS 2019-10-01.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
i
http:/iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%a3d[12/16/2020 3:25:39 PM]
Florida Building Code Online
Other: FL16708_R13_AE_PER4665.2 SS 2019-10 Ol.pdf
Created by Independent Third Party: Yes
16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708 6 SS 2019-10 Oi.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4442.2 SS 2019-12-13.odf
Created by Independent Third Party:Yes
16708.7� Wr G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015708 - DP SP OPO LMI HVHZ OXXO XXO
Approved for use outside HVHZ:Yes FBC SS 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4666.2 SS 2019-10-01pdf
Created by Independent Third Party: Yes
16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,)(X/O,XX,O) Impact Glazed
Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use _ Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015709 DP SP GLZ LMI HVHZ OXXO XXO
Approved for use outside HVHZ:Yes FBC SS 2019-12-12.Ddf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778
'+ Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4444.2 SS 2019-12-13.Ddf
Created by Independent Third Party: Yes
' Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1024
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 mall.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:
Credit Card
Safe
http://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d[12/16/2020 3:25:39 PM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop Dania Beach,FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR.97601
Dear Sir (Madam),
To the best of my knowledge, the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire,any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, `ttt►rlil����,,
F. O
. � . O .
7 6.
� • TT C
0 '• C OP:'
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
NATIONAL CERTIFIED TESTING LABORATORIES
FIVE LEIGH DRIVE • YORK,PENNSYLVANIA 17406 • TELEPHONE(717)846-1200
FAX(717)767-4100
www.nctlinc.com
July 30, 2020
Dan Veao
JELD-WEN, Inc.
3737 Lakeport Blvd
Klamath Falls, Oregon 97601
RE: Equivalence of ASTM E84-13a and ASTM E84-16
Dear Dan:
At your request, I have reviewed an ASTM test method standard to evaluate its equivalence to
the test method standard currently referenced by the Florida Building Code. Specifically, I am
comparing:
ASTM E84-13a Standard Test Method for Surface Burning Characteristics of Building
Materials to ASTM E84-16 Standard Test Method for Surface Burning Characteristics of
Building Materials.
I have reviewed and compared the above-referenced test method standards. Specific changes
noted between the standards include:
• Updated requirements for the photometer measurement system.
• Added specimen preparation and mounting requirements for flexible fibrous glass
insulation used in metal buildings.
The noted changes would not cause different test results or different interpretation of the test, and
it is my professional opinion that the test method standards are equivalent.
Thus, the testing conducted to ASTM E84-13a Standard Test Method for Surface Burning
Characteristics of Building Materials is equivalent to ASTM E84-16 Standard Test Method for
Surface Burning Characteristics of Building Materials and,there for, in compliance with the Florida
Building Code, Building, 7' Edition (2020).
Joseph A. Reed, P.E.
FL PE 58920
FL REG 33474
JAR:jar
cc: 23549-1 61�
Professionals In The Science of Testing
PREPARED BY//:
1 .
JE
BUILDING DROPS,INC.BrWEN
]9s[.P aARA AM eEKk.: Rro.S2lM
0..11OM
WINDOWS & DOORS W�a
DESIGN PRO/SMOOTH PRO 371/2"MAX.
IMPACT APPROVED 6 WIDTH o z Lu o
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. s ` Z W w z $a
O.A.WIDTH ® f-> 5 F!,,,
fi 1
�0 LA LU ^2 n
S a �
Ha ZZ %5
GENERAL NOTES: ® \O 0�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA a o.Q Q 0 za
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO HE FOLLOWING: Z W j
TAS 201-94 Q
• TAS 202-94xxi I ¢ 4+ W Vf y
uj
TAS 203-94 x t 5 Q �'m 2 s 6 O QJQ
i7 a U
2. ADEQUACY OF HE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE z?? a 6 O z=LL s ACTIVE _i
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO HE 3 i LL s ACTIVE 3 3< s x F Lu
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ,� d s X a W
INSTALLATION, O i 0 s 09
f
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BYJ DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA SO,Mina-Plot Lack G. !L
DOCUMENT.
ReFttmce DWG.eAOTwnA AM /16/1
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE. a a a 1a a a a a a a • a s
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP•ELEVATION 1 TVP.ELEVATION 2
DOORS ARE QUALIFIED rr PoaAKRMf rr ooa lern .ay.ur.cn[cr.cruu c�awnbR ra.ASR[•
r�icou•mrir�rae.rsGocr•MP,ARw. o
Re.a...omecr uwu nano[m srrarr
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTKIN REQUIRES THAT ,S1y1 T L I1/11/ZZ
SHALLPRODUCT MEETS THIS REQUIREMENT,PRODUCT B WHEN
OVERHANG SUCH THAT OVERHANG(OH)RATIO OH LENGTH D LLD >
OH HEIGHT g> OAT LOCATION PROTECTED BY > .• O��j�','
� •i
NOTE: .•�\• �Po .i
DSOM SHOWN ABOVE MAY BE LEFT N 7 7
OR RIGHT HAND OPERATING DOORS. * *'
S A OF 4!
TAiLE OF CONTENTS rs1�l�
Digitally signed 6y Fibbbes F Norwo
SHEET REVISION SHEET DESCRIPTION Reason!I am approving this documen
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.01 21:21:16-04W
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
G
W . Y: CHIC. Y:
3 - OPTIONAL 2X BUCK ANCHORING DETAILS D
MAX OVERALL DESKiNPRESSURE(PSf) GLlfjM SK. MSS
4 A VERTICAL ASSEMBLIES I NOMINAL SIZE MISSILE
5 A MORIZONTALASSEMBLIES CONFIGURATION INSNMNG OUTSWING IMPACT SCALE: NTS
6 p WOOD SUBSTRATES HEIGHT POS. NEC. POS. NEC. RATING DWG.R: D015726
/ A CONCRETE SUBSTRATES X 3'-0" 6'-B" 65• 65 65• 65 LMI&SMI SHEET: OF B
8 A COMPONENTS&BILL OF MATERIALS X 3-0 g 5 50 50• SO LMI&SMI
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPAREDBY:
INSTALLATION NOTES: 1(k
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WDH LOAD BEARING SHW(SI.MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF IJ16INCH OR GREATER OCCURS.SHIM(S)SHALL BE E.°AHu MAnf xw.,sEe sa
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
PH:19�Is994Ex
cAx-H=N�uw�sa
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 37 1/2'MAX.
STUCCO,FOAM,BRICK VENEER,AND SIDING.
TH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
TYR W
DR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 0 0$N a+
MANUFACTURER'S INSTALLATION INSTRUCTIONS _ O Z m o $
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR =W Z Q
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE -
SHELL OF BLOCK- I 00 Vf 5 x
Oac H mid
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X RUCK
CONCRETE/MASONRY CONSTRUCTION. h p = m Y
io t=_7 cc U O 7
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES: m d W=
01.
A-WOOD.MINIMUM SPECIFIC GRAVITY OF 0.55. p
N p W = 1gc
8.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z i�,� . O U I{"
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Z Q < < Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j 3:p w Q i
PSI. Z —j
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH C)_ U `
OF 2000 PSI. / r'1
d Ws
8- SEE-SHEETS fiAND7.F02MOREDEiAI15.Qf_'BEJNSTALLIUIQN.REQUIREMEMS,-INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING- a
� REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN REPLACED IN NARROW SEC11ON OF HEAD OR JAMB AS LONG AS MINIMUM Af1A A.M°kiP° L°d GL /t
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED-
A2 A2 Ref—m DWG.f WIW71A AM MWIS
ANCHOR TABLE TYP.ANCHOR LAYOUT
c-r a r+•Doan wwE
su+R°E REssEcr�Krux cwortw.srw.
6W DOORS SW DOORS Fi1E.HsrtF conomwscsusE wsr.°.Ecwro°ejsaE
n°w E"F sEounEwHrs xr�um xEuw.•ucEHfE°
WEE.M Mte�[R SMALL.eEENF 4R SEFOHC
ANCHOR MIN. MIN.EDGE Es"ooc sroR asE w�"� a+.
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. //111117
SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT 5111 JJ/
IAMBS JAMBS NOTE: ��` •• ///
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. =��� .r•�•E•• .p//ice
WOOD SCREW #10 xx wood Buac 1-1/2• 31C 17-1/2• 17-1/4•
OR FRAMING �•
N .7 7
ITN TAPCON 3/16' CONCRETFJCMU 1.1/4• 2-1/r 17-1/2• 17-1/4-
d S A _OF
ElCO ULTRACON 1/4' CONCRETE/CMU 1-3/B"-CONIC.
1-1/4°-CMU 1" 17-1/2' 17-1/4•
ITN TAPCON 3/16- CONCRETE/CMU 1-1/4' 1" 10, 14-3/8° Ee�Et .a ar,�`dsn
82 2-0 x 2 1/2'PFH
SCREWS DATE: 02.05.14
2 DETAIL U 22 23
; , •"" sE GG. m SS MSS
MULTI-POINT SHOOT BOLT
PLATE LOCATION SCALE: NTS
(RH PLATE SHOWN) D015726
DETAIL 82 D2 DWG.#:
1Y7 HOPPE I-BOTTONS HOOT
MULTFPOINT SHOOT BOLT BOLT PLATE SHEET: OFS
PLATE LOCATION HOPPE*NMI1
SILL SECTION VIEW /TZHEAD SECTION VIEW 2
r»w.w seaYr aurswwcaMaa aawwsww.f ourswrc or..an
PREPARED BY:
BUILDING DROPS,INC.
3%E.ONM BFAEN RYD..51E la
OAFMAKAM.Fl3]WF
qf:ros.Iagan
fAY:RKFI)uA)a
41./2"TYP. 41/2"TYP.
1 1/2"OFFSET
411,
' i W Ln OQm°?
�C m W nfd
a p� N Vr mY
J
>0 W�
_ .
O_Z
0
REMARKS BYJ DATE
Add ADA M.Multi-Point 1'& GLImn3n
[�TYP.ANCHOR LAYOUT RefmmeD We.AWIOIA AN nwl
a eunMraEauie�usown
w w.r XOr aiEm AawE w�onai roE
_uEfa.iortXxnuusE ws ROR,uaw,f
REuiuEExm oE*.nE'u�nEw.r,n¢Ruu
EfXNXFSM.ECMRRSEuI
ooru
EleNlf LtESRCIEX
rtX n,X
1 1/4'MIN.EMBED TYP. '011111111"2 fl'
�N SEE TABLE 2X SUCK ANCHOR TABLE �r��•E•• 'f��
i
wo
Up O� I 6r DOORS rO'DOORS N 7 7
MIN.EDGE MIN.CENTER
z i ANCHOR TYPE ANCHOR SUBSTRATE MIN. 5 DIS.TO 85Ti TOE R ANa MAX.O.C. MAX-O.C. 13 $ A _OF
SUE EMBEDMENT411
t7 - SPACING AT SPACING AT - 0 P 4u
w o 2X WOOD BUCK ANCHOR
WOOD BUCK INSTALL. IAMBS
ANCHOR PER BUCK ANCHOR TABLE I1W TAPCON 1/4" CONCREFE/CMU 1-1/4" 2.1/2" 4• 25" MAW FNlap
1-3AS'-CONC.
2X WOOD BUCK INSTALL. T2X WOOD BUCK INSTALLWOOD BUCK INSTALL ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4'-CMU 1' 4 25" 30 1/4'
aoas¢'na �. SD[MAM
DATE: 02.05.14
NOTES: DWG- Y: CHK. Y:
G 1M SS MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. NTS
SCALE:
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.R: D015726
SHEET: OF8
3
PREPARED BY:
1(k
BUILDING DROPS,INC.
t9e¢.oARu xAa xw.str.116 ',
j, / %- LMRuatcx.anokt '
,•\\.\ I l WFA:-Wk40op+.mm
11
NTEaIOR EXTFRIgt DTENOR . INTERIOR .$
im
i I o INTERRAI OfTER10R p r ow cc �m m a Ln g
_ o
oj gFy
�^ pit Do mfn
a
as wtA
^5
to
1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL z a Z;
4 OUTSWING SNOWN-INSWING AMILARI 4 INSWING 4 OUTSWING
LU
a'
EXTERIOR INTERIOR REMARKS BYJ DATE
7
IKIEAIOR EXTENOR INIEROXR EXTERIOR Add ADAW,Wilt0ofn tack GL 3/1
rn Ref DWG.1M0101171A AM /16/1
10
M 4Av Wt NSIER ACNAI COIOIIIOMS iq
srt[.IF N CdRrtplBCAIE[uStAtINOMtp mnAtc
Aw nrt ceawtvexnnnrto ranert.Auaeeto
5 OPERABLE ADA SILL r6`\ OPERABLE SILL
� OPERABLE SILL
INSWG ONG INSWNG UTA `,�RA L OPTIONALCON-097
�i
�� SA OF
11 ���,c Q':�•�4�
g
INTERIM EXTERIOR
B NTERII EXTERIOR
DATE: 02.05.14
DWG. Y: CMK.
G JM SS/NISS
SCALE: NTS
OPERABLE SILL OPERABLE SILL SCALE: D015726
OUTSWING OUTWRNG
SHEET: OF S
4
PREPARED BV:
1(k
HINGE SCHEDULE HINGE DETAIL ATIAMB: BUILDING DROPS,INC.
PLACE 09 X 2-1/2'PFH SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY 39s[. ua3wion
pR:lsfiala9un
4 `\ rrte:rw.euax�amm�
a$
>a
N m
1 \ O W �o �
1819 1_ *INTEP101
2 a CO t2
INTERIOR N9 X 2-1/2"PHILLIPSATHEAD WOOD SCREW Z Q ZO-#9X 3/4"PHILLIPSATHEAD WOOD SCREWS
8-119X21/2"PfH DTHPoOR W/STRIKE HARDWARE -N9PHIWPS FLATHEAD WOOD SCREWS
4-MPL STRIKE PLATES SE 3/4-LENGTH FOR 6'-8-DOORS
USE 1"LENGTH FOR e'-O"DOORS r
LOCK JAM B 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWMIG SHOWN-INSWING SIMILAR REMARKS RYj DATE
Add ADA sill,MWBAoint Lod GL /3
Rekm—DWG.MDIW71A AM /16/1
9-p9%13/4"PFH 13-WL X 13/8'PFH(6'-8'UNITS)
3-N8 X 2'PFH 15-N8 X 1 3/8-PFH(8'-0'UNITS)
W/HARDWARE .u+.ornrLccr.nu..an.w�nnrai+>Ror
8-STRIKE 2"PFH W/STRIKE HARDWAREPLAT RE COMES W/HARDWARE s rvR�ortmnrt orr�u'W ro p
W/STRIKE HARDWARE 16'-8"&8'-0"UNITSI I-MPL STRIKE PLATE ,. prf+�[ns • "
4-MPL STRIKE PLATES 4-NB X 13/8'PFH etrr.ee.a..acnRtc'rswtvu.+se srtc srturc
21 1-REINFORCEMENT PLATE
20 HOPPE K2512296 ``Ati lillllJ�2j'',',
E%TERIOR E MROR
�* 77
= b SA OF tr
`
INTERIOR o WIERIOR
11 11
4 MULTI-POINT LOCK JAMB MULTI-POINT LOCK JAMB MULTI-POINT LOCK DATE: 02.05.14
5 5 GLf f1M SS/MSS
OUTSWING SHOWN-INSWING SIMILAR OUTSWING SEW WN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY
SCALE: NTS
--n: D015726
SHEET: OF8
5
PREPARED BY: -
2X WOOD BUCK
F BUILDING DROPS,INC.
MIN. 2E a u=i o.w.aFwa+.a 33ow
%% ex-iasp�v-r>s
EDGE DUST. ��m %%% W000 ANCHOR �:rosOrume
SEE TABLE SHEET 2 W r SEE TABLE ON SHEET 2
SILICONE
ww 2X WOOD BUCK
�? % _ to O� v
r % MAX. zx a wDDD BucX o ¢ m f d
m N E> SHIM a H M S
WOOD ANCHOR
SEE TABLE ON SHEET 2 MIN.EMBED. G DO 7
SEE TABLE SHEET Z 4 LA
m H�
HEAD(TYPICAL) JAMB(TYPICAL) OPERABLE SILL o W
o
6 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED p s
�>
SILICONE
SILICONE SILICONE r ~�
r
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK Add ADAfM,Mul"o Lah Gl /23/L
Refeence DWG.IAWW871A AM /1613
2X WOOD BUCK
"Ar wr.u,ecr¢rwtcowarae rwAsarn
vu,m aw.E
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL °""`"""`"`"_ "`°
. .�.e � .u....."�ry
OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 5 OUTSWING-NO ANCHOR REQUIRED `LSLLILLIt/7LL2j,
AELO H-497 �N
5 A _OF tr
SILICONE SILICONE SILICONEf!7
waNq. fo?w
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHIC. Y:
g OPERABLE SILL 9 OPERABLE Sill /� OPERABLE ADA SILL G 1M I SS MSS
OUTSWING-NO ANCHOR REQUIRED 6 OUMINING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.R: D015726
SHEET: OFS
a>OPTIONALLY,Amchm CAN RE ALQCEO IN NARROW 6 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 6
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPAREDBY:
MR1 n LX WOOD RUCK lk
EDGE DIST. W (OPTIONAL)
SEE TABLE SHEET BUIUJING DROPS,INC.
NS "�. 39R E.DYIA AE KN3M 338
DADA KO H 3I0p1
CONCRETE ANCHOR SILICONE .H•�aHsstne
SEE TABLE ON SHEET 2 snw:rysal>�wns
CONCRETE/
MASONRY
za BY OTHERS a %/ G CONCRETE/
...�• //'— MASONRY s
0 BY OTHERS O m 0 �
1X WOOD BUCK ~
ap W a�sD
(OPTIONAL)
0.25" 0 5
E> •'R' kCONCRETE/MASONRY
MAX. O C FNSHIM CL CONCRETE ANCHOR BY OTHERS DO
SEE TABLE ON SHEET 2 MIN.EMBED. rj N .-
SEE TABLE SHEET 2 W Z"
HEAD(TYPICAL) JAMB (TYPICAL) OPERABLE SILL �2 W
OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED Q Z I?'
0 �c
SILICONE z
SILICONE SILICONE
REMARKS BY GATE
.Q d d .a d d ,a . p pAdd ADA 01,MIN~L a Gl 23/1
CONCRETE/ CONCRETE/ CONCRETE/ R.I.—DV/G.RA01®�u AM B/16/1
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
nsssscr rruni co"once rwn
snE s s�i cowonne cnusc nisrw.vwm oevinre
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL
rEnl'iKG Op a"EMrtHT fXnLL MANF SDF swtiK
OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED ,LTI1111/11"
AFCO NJ97 ♦♦�♦>.♦S,
i
E
• N 7 7
n S
SILICONE SILICONE SILICONE ' A
O IOQ' •�/��
I'll
♦♦�
Q e a d a d d �>.`s♦�.
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
g OPERABLE SILL rg OPERABLE SILL 40\ OPERABLE SILL DATE: 02.05.14
7 OOTSWING-NO ANCHOR REQUIRED , OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/1NSWING-NO ANCHOR REQUIRED DWG. CHK.
GL W SS MSS SCALE. NTS
DREG.«. D015726
SHEET: OF 8
tD OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OE HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
BILL OF MATERULLS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED
ITEMS DESCRIPTION MATERUIL W/SILL SHOOT BOLT PLATE#2099911 ik
FINGER-JOINTED PINE
SOLID PINE O BUIE DIµNROShINeC.
I FRAME HEAD/JAMBS LAMINATED VENEER ase �rn:pwyssaen
LUMBER O v.sc•ssPu..saa
wsa:ws..e.mF•smaes�
COMPOSITE
2 (NOT USED)
3 (NOT USED) K
4 THRESHOLD O KCL
~ ~O m
5 THRESHOLD - FZ-W a
LL
6 THRESHOLD - I, SIR_
�
7 AFCO H-497 THRESHOLD - e OOOe 01) O F co
M LL
8 THRESHOLD - e is
9 THRESHOLD - O• HANDLE 2a Z
30 ADA THRESHOLD - PL7 • _ - HEIGHT �U' Q W
a. o WtA
URETHANE FOAM& O U.
11 WEATHERSTRIP • sO°� 0 L] H
Pd.YETHVLENE e • C QO Lu
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE ° Z �'l1
HANDLE p Jn� Y�1z
13 (NOT USED) _ HEIGHT G d
W=
14 (NOT USED) + '- O ~�
15 •10 WOOD INSTALLATION SCREW W/I I/Y MIN.EMBEDMENT STEEL •
e U
• e - REMARKS RY1 DATE
16 COAC/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL I It ^>f
" Add aDA gill,MURtPain[latic GL 3/i
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL
4 O _ Reteraueowc-uDe7 oLta AM n6/1
18 LOCK SERIES 400 STEEL _ c
19 DEAD80LT SERIES 780 STEEL
O
ROCK WELL MULTI-FOINT TONGUE LATCH#73229769"UNIT sssa uor asncn"cawacoxw"°iaF°""sw
20 STEEL
ROCKWELL MULTI-POINT TONGUE LATY}i M732287806-0 UNIT m sns_+sm cawna,scxni.a..wranroxrrn
9
0.63 04Tc EUUafML4 5ef MlCn ew�u¢6[U
' w,wcwren s,r:�wsvuiart snac
oacur+rRr.
21 HOPPE MULT-POINT HARDWARE HL59000 STEEL ```1L5L11tiTJ)J2,,'
22 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH 187B4091 STEEL 0 ,�\ O �j�
23 HOPPE MULT-POINT HEAD SHOOT KXT PLATE FIN 18783923 STEEL LT ``��� E e�
fins"1-1 z -a . S A OF R
r
O FRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE(LH) P.
g
VARIES,SEE BOM AT LEFT
T 1.7s 7 02.05.14
(—4.563"--�{ 456'—�1 5.62'—� 4.57' DATE:
DWG. V: CHK.'SSA
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE(RH) G JM SS MSS
7 8 9 10 23 SCALE: NTS
DWG.R: D015726
fi
a (-- „ IF . a SHEET:
OF8
500'
45'
4.62 1.75" V
398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
for
Florida Product Approval
Report No. 4663.2
Current Florida Building Code
Method: 1— D (Engineering Method)
Category: Exterior Door Assemblies
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro
Material: Fiberglass
Product Dimensions: 3'-0"W x 6'-8" H(Nominal)
3'-0"W x 8'-0" H(Nominal)
Prepared for:
JELD-WEN, inc
3737 Lakeport Blvd.
Klamath sate; Falls, OR. 9760,"
Prepared by: �� ::��• E••S•• 'Ao
Hermes F. Norero, P.E. � N . 7 7
Florida Professional Engineer#73778
Date:09/13/2019 S A OF (r
Contents: .n O
Evaluation Report Pages 1—4 '��i�S• r1G\����`
Digitally signed by Hermes F Norero Herm�s�FIN ORQI'a;i't.E.
Reason:I am approving this document
Date:2019.10.01 21:18:24-04'00' Florida No.73778
BUILDING DROPS Date: 09/13/2019
"r .&
4n\
A Perfect Solution in Every Dropi Report No: 4663.2
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Design Pro/Smooth Pro
Opaque(Impact)(HVHZ).
3'-W X 6'-8"(Nominal)
3'-W X 8'-0"(Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for JELD-WEN,inc.
based on Method la of the State of Florida Product Approval,Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F Norero, P.E.does 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.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions provided by manufacturer for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering for Wind Zone 3.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Hermes F Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 09/13/2019
A Perfect Solution in Every Dropl Report No: 4663.2
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute(FBC Organization#: CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3916-01 08/30/13
NCTL-210-3925-03 02/07/14
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
TAS Report Engineer of Record:Gerard J. Ferrara,P.E.
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJW 2013-196-TAS 09/13/13
SJW 2013-246 12/17/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW 2013-253 12/23/13
SJW2014-032 04/22/14
SJW 2014-073 06/26/14
SJW 2014-077 06/27/14
SJW 2014-072 06/27/14
SJW2014-080 07/03/14
TAS Report Engineer of Record:Robert H.Zeiders,P.E.
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS Date: 09/13/2019
A Perfect Solution in Every Dropi Report No: 4663.2
Certificate of Authorization:29578
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84
Report#:3113726SAT-001 R1 Report Date:03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D63_5,ASTM D638,ASTM D1929 ASTM D2843 ASTM G155
Report#:ESP010982P Report Date:02/26/13
Installation: Refer to Installation Instructions(D015726)for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing(D015726)for pressure information.
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4
JURAT
FS 117,0-N13)—Effective January 1.2020
State:of Florida
County of PALM BEACH t
Sworn to(or affirmed)and subscribed before me by
means of
M Phi sicai Presence,
OR
O Online.Notarization,
this dayof ��.._2021_ by
Day oath Year
JAMES D. DAVIS
Name of Person Sweating or Affirming
JQZ�Z-�
Svnokre1ofNo y Publ —State of Honda
AFL ,:'YOUNG
Maine of Notary Typed.Printed or Stamped
Arac_.,vouNG X)Personally Known
�N
12,
zC a ❑Produced Iderttifftation
_1� Bonded ih u V acget Nataiy Serv;ces
Faf F�
Type of Identlficstian Produced:
Place Notary Seal Stamp Above
OPTIONAL
Completing this information can deter alteration of the document or
fraudulent reattachment of this than to an unintended document.
Descriptlen of Attached Document
Title or'f'Ype of Document
Docurnent Date. Number of Pages:
Signers)O#wr Than Named Above:
02019 National Notary Association
c NFRC FENESTRATION MANUFACTURER CERTIFICATE
NFRC Manufacturer:
Contact: S .[•c-s<-- W in,L A r a * � Phone:
Q .5
Address: Mc) CK c'C n 1 r # t a O t�
City: )e ase r BQ ez e1_ State: F_ Zip Code:
Project/Location Information(Name Optional):
Address:
City: State: Zip Code:
ENERGY PERFORMANCE RATINGS ENERGY PERFORMANCE RATINGS
U-Factor(U.S./I-P) Solar Heat Gain Coefficient U-Factor(U.S./I-P) Solar Heat Gain Coefficient
ADDITIONAL PERFORMANCE RATINGS ADDITIONAL PERFORMANCE RATINGS
Visual Transmittance Air Leakage (U.S./1-P) Visual Transmittance Air Leakage (U.S./I-P)
Condensation Resistance Condensation Resistance
ENERGY PERFORMANCE RATINGS ENERGY PERFORMANCE RATINGS
U-Factor(U.S./1-P) Solar Heat Gain Coefficient U-Factor(U.S./I-P) Solar Heat Gain Coefficient
ADDITIONAL PERFORMANCE RATINGS ADDITIONAL PERFORMANCE RATINGS
Visual Transmittance Air Leakage (U.S./I-P) Visual Transmittance Air Leakage (U.S./I-P)
Condensation Resistance Condensation Resistance
Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance.NFRC ratings ate
determined for a fixed set of environmental conditions and specific product size.NFRC does not recommend any product and does not warrant the
suitability of any product for any specific use.Consult Manufacture's literature for other product performance information.www.nfrr.ore
Use as many sheets as necessary for each project/location Sheet , of
SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 NO. 1-10221 -11848
Store 0221 JENSEN BEACH Phone: (772)692-9000
3451 NW FEDERAL HWY Salesperson:AMG862
JENSEN BEACH, FL 34957 Reviewer: AMG862
Name Phone 1
•
WALDROP TERESA (713) 443-3270 REPRINT
Address 2325 CRAWFORD ST Phone2
Company Name
•
city HOUSTON Job Description entry door install
2021-03-20 15:38
state TX Zip 77004 county HARRIS
INSTALLER DELIVERY,#1 MERCHANDISE AND SERVICE SUMMARY o drto customers right to limit the quantities of merchandise
REF# 105
STOCK MERCHANDISE TO BE DELIVERED:
REF# SKU CITY UM DESCRIPTION PI TAX PRICE EACH EXTENSION
R02 1001-753-944 3.00 EA 1X4-8FT PT GC WEATHERSHIELD/ A N $5.27 $15.81
R03 0000-346-820 3.00 EA 11/16 X1-5/8X8 PVC FL BRICK MLD/ A N $9.65 $28.9E
R04 0000-453-154 3.00 EA 11/16 X2-1/4X7' PFJ WM366 CAS LEG/ A N $6.38 1 $19.14
S/O - MDSE TO BE DELIVERED: REF# S09 ESTIMATED ARRIVAL DATE: 04/24/2021 P.O.#21528028
REF# SKU QTY I UM DESCRIPTION PI TAX PRICE EACH EXTENSION
S0909 0000-916-413 1.00 EA NA/37.5X81.5 FIBERGLASS SINGLE DOOR UNIT RI /37.5X81.5 JA N $725.25 $725.2E
FIBERGLASS SINGLE DOOR UNIT RIGHT INSWING #1
e OR $789.1
DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE
INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#105 AT TIME OF INSTALLATION.
NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE -INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL
DATE.
INSTALLATION #1
REF# 105
CoITINUED ON NEXT PAGE
Check your current order status online at
www.homedepot.com/orderstatus
\I _ 1 0AAA.A A A A IAA
ESTIMATED INSTALL BEGIN DATE: 03/20/2021 ESTIMATED INSTALL END DATE: 04/19/2021
MERCHANDISE TO BE INSTALLED:
REF# SKU CITY' UM DESCRIPTION
R02 1001-753-944 3.00 EA 1X4-8FT PT GC WEATHERSHIELD
R03 0000-346-820 3.00 EA 11/16 X1-5/8X8 PVC FL BRICK MLD
R04 0000-453-154 3.00 EA 11/16 X2-1/4X7' PFJ WM366 CAS LEG
S0909 1 0000-916-413 1.00 EA SO JW EXT FIBERGLASS 28 DAYS OR LESS
BASIC INSTALLATION LABOR:
SICU DESCRIPTION QTY ' I UM TAX PRICECH EXTENS3N '
0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 1.00 EA N $340.00 $340.00
-672
OPTIONAL LABOR SELECTED INCLUDES:
OPTION DE RIPTION QTY UIM SAX PRICE',EACH EXTENSIC3N
1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $0.00 $0.0C
5 HIGH RISE, CONDO, ELEVATOR, RESTRICTED AREA, CARRY UP OR WALK-UP FEE (QTY X 50.00 EA N $1.00 $50.00
$1.00 /
CUSTOM LABOR SELECTED INCLUDES:
aPI #N; CtESCRIPTtOIU QTY UM= TAX PRICE' :H EX "ENS:
1 REBUCK OPENING 1.00 MRI N 1 $45.00 $45.00
INSTALLATIONS NAME WALDROP TERESA INSTALL LABOR CHARGE: $435.00
ADDRESS: 9600 S. Ocean Dr. TRIP CHARGE: $0.0C
1202
CITY: HUTCHINSON BEACH STATE: FL ZIP: 34957 CREDIT FOR DEPOSIT/MEASURE: $O.00
COUNTY: MARTIN SALES TAX RATE: 6.500 TAX: Merchandise- N LABOR- N $435.0(
PHONE: 713 4433270 ALTERNATE PHONE: 713 4433270
INSTALLER SPECIAL INSTRUCTIONS: Original measure p.o. was 21406484 under name Don Walters
BASIC INSTALLATION LABOR INCLUDES:
•PRE-INSTALLATION JOBSITE INSPECTION AND EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE
'DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER
'REMOVAL OF EXISTING DOOR UNIT *INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS
*INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER
'INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT STUCCO REPAIR,SEE OPTIONS)
'INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND 'PRE-HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS
-ICONMIJIM ON NEXT PAM*"*