REV-17-1835 Miami Shores Village RECEIVED
Building Department JUL 18 7017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 �� I
INSPECTION LINE PHONE NUMBER:(305)762-0949
FBC 20«-(
BUILDING Master Permit No."S I--:I v
PERMIT APPLICATION Sub Permit No. P 61� I_:� v � S
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
/��( �n N",H ( CONTRACTOR DRAWINGS
JOB ADDRESS: I L 1 u 1 V �'t h l�. z 2
City: Miami Shores r, County: Miami Dade Zip: 33t- 2
Folio/Parcel#: �r YLOS O - �i f�V Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE::1 -t FFE:
OWNER:Name(Fee Simple Titleholder): N�\{�1,1 A Phone#: ®l I 1 -94$' x,159
111
Address: WT- QUA S i
City: M\1 )K` \ W 0(e S State: � 1w d a Zip: 35 � o/�
Tenant/Lessee Name: N i N Phone#:JN J A
Email: N VR -
CONTRACTOR:Company Name: Hywwa fwic �� l��fl(h oy) o Phone#: 50SZ1`1 1`i 1ty
Address:. Nbq 14-7)rd CA .
City: rn� State: hullo Zip:
Qualifier Name: bmwci c cf Side S Phone#: ,05 H0 Lo y 2
S
State Certification or Registration ,#::1165 ®9- d�f�J Certificate of Competency M A
DESIGNER:Arch itectt/�E`ngiinee r: tV Phone#: 1�I A
V
Address: t I A City: State: s�Zip:
Value of Work for this Permit:$ 0 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: r 'r au m d oy�s And dpot-j' i mD
1� 1
> �
Specify color of color thru tile: N jA.
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable) NA
Bonding Company's Address IN P
City W State (� Zip NO
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address 1"� (A
City �j ( r-� State ZiF"\
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
J
Signature4,4�_
"� Signature
J'/1/1
OWNER or AGE T CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of !' 20 l ,by day of20 ft ,by
> who is per known to /a)-a" who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
,i
Signe- _ ' Sign- S.
Print: qgPrint: U
�``1RYP/4 wi EDES G ESPEDES - `°""'"°�/ MER EDES G CESPEDES
2°*P 68�i/L .:� Seal: ��tPar PUe/i
Seal *°, Notary Public-State of Florida :2°� o`er: Notary Public-State of Florida
*•E Commisslon FF 212993 ), a' o•c
Commission#FF 212993
My Comm.Expires Jul 17,2019 %e.F °P•�;� MY Comm.Expires Jul 17,2019
Bonded through National Notar
APPROVED BY �� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
7/10/2017 Property Search Application-Miami-Dade County
. .
F FI E
OF THE PR
APPRAISER
.
Detailed Report
Generated On:7/10/2017
Property Information
Folio: 11-3205-010-0150
1276 NE 94 ST -
Property Address: t c
Miami Shores, FL 33138-2947
JARED NOAH HELFANT '
Owner
LAUREN MICHELLE GARROTE
Mailing Address 1276 NE 94 ST `
MIAMI SHORES,FL 33138 USA
PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
Beds I Baths/Half 3/3/0
Floors 1
Living Units 1
Actual Area 2,955 Sq.Ft
Living Area 2,408 Sq.Ft
Adjusted Area 2,681 Sq.Ft Taxable Value Information
Lot Size 9,900 Sq.Ft 2017 2016 2015
Year Built 1956 County
Assessment Information Exemption Value $0 $0 $50,000
Year 2017 2016 2015 Taxable Value 1 $551,128 $527,527 $203,314
School Board
Land Value $356,756 $331,600 $301,871
Exemption Value $0 $0 $25,000
Building Value $194,372 $195,927 $197,482
Taxable Value $551,128 $527,527 $228,314
XF Value $0 $0 $0
city
Market Value $551,128 $527,527 $499,353 Exemption Value $0 $0 $50,000
Assessed Value 1 $551,128 $527,527 $253,314 Taxable Value $551,128 $527,527 $203,314
Benefits Information Regional
Exemption Value $0 $0 $50,000
Benefit Type 2017 2016 2015
Save Our Homes Cap Assessment Reduction $246,039 Taxable Value 1 $551,128 $527,527 $203,314
Homestead Exemption $25,000
Second Homestead Exemption $25,000
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School
Board,City, Regional).
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
Village
S�oRFMiami hores `
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204 OR
Fax: (305)756.8972
InsRection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal,changing and/or
replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in-progress
inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims,
etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledge ent:
f-
i n ccsuc s
Qual fi er Signature Date Print Name
i
Eco windows CA
1276 NE 94 street 261/2 x 381/2 White Eco 51 1/4ws CA-FIN
Glass:impact green 37 x 51 1/4 White
NOA: impact15-Mgr Glass:impact green
Zone:5 NOA:15-0406.11
DP+40.4-43.8 P rmit Zone:5
C M DP+40.4-54.1
r
00 MPer mamuim Eco winds,CA
t.., Han bar skip, 19 3/4 x 39 White N
® '14 WhiteGlass:impact green Amarr Garage door
rtical
Not included o�witim18,p3 NOA:15-0406.10 Heritage 1000 01111111111111111,
® In Permit zoae.5
DP+40.4-43.8 Zone:4 191 x 85
DP+40.4-54.1 NOA:15-0505.13
PGT Industries SGD Zone:5 4J
140 x 82 White DP+36.7-45.8
Glass:impact green
ZOe.56-0629.06 �V2 Mbite
own
DP+37.5-48.3 tmpact
Fico w w,C'A-F I. N0:1.•15-9106.10
• w 4 owe PGF la m
lrnp
s542.037 x63 to %,� osebar wlcUpsPGT Industries SGD •ms,Impart gea I x4 White
140 x 82 WhiteNOA: S1 63 Va"Vertical
Glass:impact green n 318542.0 F7x
Ila white Jeid-vien 'OA:16.0118.03
Claws:impact iiivea 391/2 x 811/2 nc:4
NOA:164629.06 NOA:►s wu610 White Impact DP+38.5-42.0 OD
Zone:4 1 FL 926708.1 �f
Eco windows CA DP+37.540.9 nP+38_.42.0 Zone
4409
35118 x 38112 White Eco windows CA500 Eco windows CA500
Glass`impact green 37 x 381/2 White
Non:15-0,106.1o PGT Industries PGT mdastrtes 37 x 381/2 White frame
Eco wiaduax CA-FIX ZO°e.S klull bar w/clips Glass:impact green Stull bar Wcu SInU bar wkUps a
35 ua x 38112 Mlite D�0.4-54.1 l x 4 e WIC NOA:15-0406.10 1 x 4 White 1" Glass:impact green is 4 Whit
Glow Impact Ween 3812^Vertical NOA:15-0406.10 �
NOA:1544MI t NOA:16.0218.03 Zone:4 38 12^&021 . 3812^6-02 al
Zone.S Ern windows Cn Loae•4 NOA:16-0218.03 ZOne:4 NOA:1(rOZI8.03 2 y .
�'� DP+40.4-43.8 zone:4 zone:$ s C
DP+40.4-54.1 35118 x 3812 white DP+40.4-54.1 nP+40.4-43.8 DP+40.4'13,5 DP+ -
Gins:impact preen W z -
NOA:15-0406.10 rn O
TD 0 0
D+40.4-54.1 Q {p Q G .; M O RI o
in 9 Eco windows CA500 -6 m G
Eco windows CA500 Eco windows CA500 0 0 � M �1
37 x 381/2 White frame
37 x 381/2 White frame 37 x 38 1/2 White frame C' 0
ago
Glass:impact green Glass:impact green Glass:impact green i:..�
NOA:15-0406.10 NOA:15-0406.10
NOA: 15-0406.10 Zone:5 Z U'
Zone:5 . •Zanq;A. . . .
DP+40.4-54.1 •. .: .1�p+ o9-ta4:: •. DP+40.454.1 G rn g 1
ro
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7/10/2017 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search
Flanda
Y Produd Approval
I ❑ USER:Public User
d
rc� {--e�.
Product Approval Menu>Product or Application Search>Application Llst>Application DetaU
•��� FL# FL16708-116
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd. ••••
Klamath Falls,OR 97601 9 • •99••• 999009
(800)535-3936 • • • •
••
customerserviceagents@jeld-wen.com• • • • : ••
9999•• 9• 99999.
•
9999•• • • •
Quality Assurance Representative •••••-
• • 900.0•
Address/Phone/Email .... . .....
•9999• •• • •9999
Category Exterior Doors •• •• •• • ••••••
.
Subcategory Swinging Exterior Door Assemblies ••:• • ••
• • 0 • 099000
•90009
Compliance Method Evaluation Report from a Florida Registead.Architect or a Licenses&104104
Professional Engineer •• • s e 9 0 0 0
Evaluation Report-Hardcopy Received •'
Florida Engineer or Architect Name who developed Hermes F Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R6 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://wwm.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDqu8oblp/*2flZm6TudWOg6cFUIGjWrg5gYOnIM3Keyalg2akQp/o3d%3d 1/3
7/10/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/14/2017
Date Validated 02/14/2017
Date Pending FBC Approval 02/18/2017
Date Approved 04/04/2017
Date Revised 06/30/2017
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 Installation Instructions
Approved for use In HVHZ:Yes FL16708 R6 II A010871A X.OPO SS 2017-02-09.pdf
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 R6 AE PER4663 X OPO SS 2017-02-09 pdf
Created by Independent Third Party:Yes
16708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R6 II A010872A X.GLZ SS 2016-08-26.12df
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 R6 AE PER4438 X GLZ SS 2016-08-26.odf
Created by Independent Third Party:Yes,,,
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque®our 6-0 x 6-8 and 6-0 x 8 0
Fiberglass Inswing and Outswing " ' "'• ; ',
Limits of Use Installation Instructioro
•
Approved for use In HVHZ:Yes FL16708 R6 II A010873A XX,OPO SS 2017-02-09.4f•••••
Approved for use outside HVHZ:Yes Verified By: Hermes F. NpTeH,'P,E.7377§
Impact Resistant:Yes Created by Independent'NMMKNParty:Yes •••••
Design Pressure: N/A Evaluation Reports *see.* •• • ••:••'
Other: FL16708 R6 AE PER46§jn-OPO SS 2OLL*02-09.odf
Created by Independent Third Party:Yes
16708.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Door 6-0 x:46arl.6-0 x If-8
Fiberglass Inswing and Outswing ; �' ' **Soso
•
Limits of Use Installation Instructions • •
Approved for use in HVHZ:Yes FL16708 R6 II A010874A XX,GLZ SS 20160'8-26.Ddf
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 R6 AE PER4440 XX GLZ SS 2016-08-26.pdf
Created by Independent Third Party:Yes
16708.5 E Design Pro/Smooth Pro/Studio Single with sideiite(s) (X,O/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 R6 II A010875A OXO,OX OPO SS 2017-02-09.pdf
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 R6 AE PER4665 OXO OPO SS 2017-02-09.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 R6 II A010876A OXO,OX GLZ SS 2016-08-26.pdf
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 R6 AE PER4442 OXO GLZ SS 2016-08-26.pdf
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGjWrg5gYOnIM3Keyalg2akQ%3d%3d 2/3
7/10/2017 Florida Building Code Online
16708.7 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 R6 II A010877A OXXO,OXX OPO SS 2017-02-
Approved for use outside HVHZ:Yes 09.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 R6 AE PER4666 OXXO OPQ SS 2017-02-09.odf
Created by Independent Third Party:Yes
16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
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 R6 II A010878A OXXO,OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.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 R6 AE PER4444 OXXO GLZ SS 2016-08-26.Ddf
Created by Independent Third Party:Yes
0
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
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• • •••• ••••••
Credit Card '• "' •
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1GjWrg5gY0n1 M3Keyalg2akQ%3d%3d 313
PREPARED BY:
JELD-WEN BUILDING DROPS,INC.
WINDOWS & DOORS 398E.DAWABBEACH,FLw00a 33B
PH:(95x)399 .
fAL(95817x0.4738
wfs:ww.aaim"samP*mm
DESIGN PRO/SMOOTH PRO/STUDIO
371/2"MAX. O
IMPACTAPPROVED B o.A.w1DTH I- z� m$
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2°MAX. 5 ° o W ,�—S z o
O.A.WIDTH
z� w� -1
5 ° Q C NW a LL
OQ ZZ
R
GENERALNOTES: ® \ t O CW7 m
—
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 O C FQ 0
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: F \ _ = s z a W Z
• TAS 201-94 w Q °o
• TAS 202-94 N w Z .'^i w 1 c� J W
TAS 203-94 Wpt
s 61 n 5 00 w Qtr
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE °p 0Lu O LL ACTIVE z FLRESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z _ O ACTIVE —a O -- - x LuFOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF —Q zlj'O 5 a wINSTALLATION. 17,O = p zd
C) / E / H
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Multi-Point lock GL 8/23/14
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 4 5 a 7 a 9 3 4 s 6 7 8 9
RESISTANCE. 4 a a a 4 a a 4 4 a 4 a a a
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2_ THhp H PRO-OF&1.B.,D0.0PSI
DOORS ARE QUALIFIED. cs•000a xEtoO 1 a'-B•o°°a xErcxr wrtiiourwwi-fEx wBfPi�uri�oi euuo9oovsixc
ALtE9aT10NSAD0�H5,99X�GXIaiG,a9Oi1RB
NAfl[Bibl TOTr959000MEMaRF NOt PERMInFDANO
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. Prvau n x.
PRODUCT MEETS THIS REMAINING SILLS NOT RQU REQUIREMENT,PRODUTED FOR WATER ICTSHAU .BEIU ED WHEAUTHORITY
N INSTALLED AT LOCAT ON PROTECTED BY \��`��S F' O''���/�
OVERHANG SUCH THAT OVERHANG(OH)RATIO°OH LENGTH a OH HEIGHT IS 21.0 `���Q'•.• •tC,PO
NOTE: 7 --•-
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. T Tcr
0,p:•
398 E.Nylq yFp[IjetY11:l��e
TABLE OF CONTENTS •• •• • • • • • •• FBPE CE0.T.OFUYLL EFAA��9M��jTpx�yN0.399T9
• • • • • • • Igitelly signed by Hermes F.Nomm,P.E.
SHEET REVISION SHEET DESCRIPTION • •• • • • • •
eason:I am epprovNg Nis document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NO • • • •11 ••• • ate:2017.02.0915:24:09-05TV
2 A TYPICAL ANCHOR LAYOUTS AND NOTES •• •• • • • •• DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG./Tim
WG. Y: CHK. Y:
MAX.OVERALL DESIGN PRESSURE(PSF) G L jTJ M SS MSS
4 A VERTICAL ASSEMBLIES • ••• NOM
INAL SIZE MISSILE
5 A HORIZONTAL ASSEMBLIES • • • • • COj4MrjuRATION INSWING 0t1TSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES • ••• 0 • WIDTH HEIGHT POS RATING DWG.#:AO10871A
7 A CONCRETE SUBSTRATES ••• • ••• •• • • X 3'-0" 6'-8" 65* 65 65* 65 LMI&SMI SHEET: OF 8
8 A COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-0" 50* 1 50 SO* 1 50 LMI&SMI
*SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
1,20 •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PREPARED BY:
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE I/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398EDANIA BFA[H BLVD.,STE.33B
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ,"` DANA BEACH,FL 330
PH:M%)3es n
FA1L(9 )744.47M
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO37 1/2"MAX., "ne"^""'.b°3d"'8^'°os.m'"
STUCCO,FOAM,BRICK VENEER,AND SIDING. ..
j` O.A.WIDTH
V)
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3'NP• 'ti O Lu
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 O p o N o
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ,'`•J Z m o,y,d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ®• O D z o m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - CL
Cc>
SHELL OF BLOCK, m i Fes-' S
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK a
CONCRETE/MASONRY CONSTRUCTION. _ ¢ >- m"
�ZD2 W W �G g
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE .+N= ¢ ¢ O a
FOLLOWING PROPERTIES: ycc
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 6 m 9 p p Z 0e
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z O u U
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3? z - z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 200Dj N O w p w O Q o
PSI. O
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U W=
OF 2000 PSI. '
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR i~-- I--'
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. -
REMARKS BYJ DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM is Add ADA Bill,Multi-Point Lock GL /23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
ANCHOR TABLE TYP.ANCHOR LAYOUT
6'F&B'0°DD°R HEIGHT DOCUMN GINE PROP DImP5,1
6'8"DOORS 8'0"DOORS ®. wmiour vBlrrEF�i mNSF.NrorB mnlND on,1Nc
raTEx4 anonwrs.NrxuaNnF.woDPB
MABEINGF T.TIRS DDLUMFMARE NOTPINAIFIFDAND
ANCHOR MIN. MIN.EDGE MAX.O.C. MAX.O.C. % I
ANCHORTYPE SUBSTRATE
SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT `�����S F. O
JAMBS JAMBS
NOTE--- ��
2X WOOD BUCK NO
—AN CHOT3'REQUJ ED AT THE SILL FOR RS(X)ONLY. J� :O
WOOD SCREW #10 1- 2" 3/4" 17-1/2" 17-1/4" -
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2° 17-1/2' 17-1/4"
ELCO ULTRACON 1(4" CONCRETE/CMU 1-3/8"-CONC.1-1/4'-CMU 1° 17-1/2° 17-1/4"
ITWTAPCON 3/16" CONCRETE/CMU 1-1/4° 1" 30" 14-3/9" � 0�
f BPE CEBT.OF Al1FHDRPAIpN N0.293J8
• ••• • • • • • ••
B2 • •• • • • • ••• •
• 7t{9�21�°PW • • • •
•• • WREWS•• • • • •• DATE: 02.05.14
2 109 X 2 1/2°PFH DETAIL D2 22 23 DWG. Y: CHK. Y:
PFH SCREWS TYINT SHOE GL/TJM SS/MSS
MULTI-POINT SHOOT BOLT
• PLATE LOCAAON••• • •• • • SCALE: NTS
(RH PLATESH;WN) A010871A
DETAIL 82 • D • • s • • • DWG.#:
TTP.HOPPE 1-BOTTOM SHOOT • • •• • • • SHEET: OFB
MULTI-POINT SHOOT BOLT BOLT PLATE •• • ••• •
PLATE LOCATION HOPPE#2098911
SILL SECTION VIEW C HEAD SECTION VIEW
PLAYING BHOVIN OIaSWINC.5IMDAR
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INAVINGSHFNLV/CVaAMJIAR
sEE DEraLaz aLD1
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PREPARED BY:
n
BUILDING DROPS,INC.
398 E.DANA eEACH M.RIF.338
41/2"TYP. 4 1/2"TYP. >a (WA BEACH,FL 33W4
P-. P.(954)399 n
T. 1/2"OFFSET FA%:1994),eeA738
_ � WEB:vwr.WiWingtlropa.mm
M
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REMARKS BY DATE
P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT 5L6W Add ADA RRL Multi-Point Lock GE 06/23/14
PDONALRR BYa wwNFaErEixAwxar
QUALIFIED SKIN PATTERNS
Add aDRlifledSkin PettemR 12/2I16
TN6U W6THEP E WOF RUIIDWG
.259}.010 MD—....PRODUCED,u wxov:OR Pair
WnHOUFWR-COWWOFRUWRW 0.90P5,WG
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bARKUYGS TOTM6 DOCUMlW ARE f61T P[RW}RDAND
11/4"MIN.EMBED TYP. ♦♦♦�� e$F. O'',�'i
I
3 TYP.GROOVE DIMENSIONS ;F.po'.+
H SEE TABLE _
CS p� O v TT D
ZX BUCK ANCHOR TABLE O,c (O P;••�4fj-
w o ~ 6'8"DOORS 8'O"DOORS ','I�U R .49" �C7♦♦♦♦
ZX WOOD BUCK 2X WOOD BUCK INSTALL MIN,EDGE MIN.CENTER 398
ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTERpPN1R "i1` °
•• ••• • • • • •SIZE • EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. ERPF clRr.oFAurHORVATKFN—78
• • • • • • • • • TNG AT
2X WOOD BUCK INSTALL �2X WOOD BUCK INSTAtL •• • - IAMBS IAM
3 aossucnoN 3 swenFw • " ONCRETE/CMU 1-1/4° 2-1/2" 41 3Q °
•• ••• •TTM T/�CON • Q/4ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1° 4° 25° 30-I/4° DATE:
02.05.14
NOTES: DWG. Y: CHK.BY.
GL JM I SS MSS
1, 2X BUCK IS NOT FOR INSTALLATION AT SILL • ••• 0•0 ••• • • SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. • A010871A
• • • • • • • • • DWG.N:
• •• • • •• • • • SHEET: OF8
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BUILDING DROPS,INC.
//////i/./// 398 E.DPNIN BE0.CH BLVD,SIE.338
QPM(9!W)39 788
I WEB:www.building4mPu9m
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INTERIOR EXTERIOR INTERIOR DOTRIOR Add ADA sill,Multi-Point lock GL 06/73/14
10
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AND6xRLLNOI BE eEPR PRODUtEOW WHOLEOR PARI
WOHWI WRRIEN EDN9FMOF BURDLYfs DROP;INC
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5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL BARK NG9 �S DDNM ATARE ND�PE�RMRIEDAND
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4 OUTSWING • • • OUTWIN0► • • . DWG.n:A010871A
OPTIONAL AFCO A-117 wee • OP7R7jJ13L EN A ZOBL'�SSF ••• SHEET: OF 8
• •• •• • • • •• ••
••• • • • ••• • •
PREPARED BY:
HINGE SCHEDULE HINGE 9X 2-ATIAMB:
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS INC.
DOORHEIGHT QUANTITY 3W E.0AFEW BEACH BLVO.,M 33B
D IABEACH.FL33004
6'•8° 3 ® PH:(sm)B4 n
FAX:(954fJ44.4J38
8'-0" 4 \ WEB:wnx.b litlingtl°p mm
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/ \ 3-L19X3/4"PHILLIPS
FLATHEAD WOOD SCREWS 0
EXTERIOR EXTERIOR' O
4-#9 PHILLIPS FLATHEAD WO DSGREWS o
17 USE 3/4"LENGTH FOR 6'-8" OORS
USE 1"LENGTH FOR 8', DORS
1 LOCK JAMB HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR ;'� REMARKS BY1 DATE
Add ADA sill,Multi-Point Lock GL 06/23/14
9-#9 X 13/4"PFH 2"PFH 13-#8 X 13/8"PFH(6'-8"UNITS)
W/HARDWARE 15-98 X 13/8"PFH(8'-0"UNITS) Txu ooam is*H a a o au uROPs.
8-#9 X 21/2"PFH W/STRIKE HARDWARE Axo sHAu xar 9E aePaoouc n Ix wxoaEoa vaar
COMES W/HARDWARE
W/STRIKE HARDWARE (6'$"&8'-D"UNITS) 1-MPL STRIKE PLATE n�urrmw Enx „ c
4-MPL MIKE PLATES 4-#8 X 13/8"PFH MARKINGS iDTXEi00CUMEMARE xOTPEaRMRiEDAND
21 1-REINFORCEMENT PLATE
20 HOPPE#25122960'4�rj,/
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DATE: 02.05.14
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILARrj TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY GL SS MSS
•
0:9 • ••• • e SCALE: NTS
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• • • • • • • • • •
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. . . . . . . . . .
PREPARED BY:
J/
zxwoogBLyK . .. � . .. •
. • • • •
� • • • • • • • • BUILDING DROPS,INC.
• • • • • • • • 3n L D BMCH KWw STE.338
MIN. '^v=i • • ••• • ••• ♦ IMMABF H,F13M
EDGE DIST. Z "' WOOD ANCHOR PH:(954)3999474
m / SEE TABLE ON SHEET 2 FAX:(9S)7] A734
SEE TABLE SHEET 2 w F wEB;wbw3wumRBe,oHz<wa
SILICONE
•• • • • •• ••• ••
wm N / • • • • • • • • $
w J 2X WOOD BUCK / • ••• • • • • •• • p
za j Q • • • • • • • • 0 I.M
o MA%. 2X WOOD BUCK y Q
WOOD ANCHOR SHIM p CLI� Fw-- m x
SEE TABLE ON SHEET 2 MIN.EMBED. U m
SEE TABLE SHEET O
1 HEAD (TYPICAL) JAMB (TYPICAL -' 3 OPERABLE SILL Z i o w
6 OursWINGSHOWN-INSWINGSIMILAR 6 OursWINGSHOWN-INSWIN ILAR 6 INSWING-NO ANCHOR REQUIRED O
ENDJRAZAIL4565F
p
SILICONE
b
SILICONE SILICONE
REMARKS BY1 DATE
2X WOODBUCK 2X WOOD BUCK Add ADA sill,Multi-Paint Lack GL 6/73/14
2X WOOD BUCK
H THE-0-1
ANDBWllI NOTBE REPRODUCED Ia WHOIEORPAR(
WRHOUIW ADC ,HIGfBNWWGDROPS,WC-
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6 OUTSWING-NOANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NOANCHORREQUIRED
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2X WOOD BUCK ZX WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL g OPERABLE SILL 1 OPERABLE ADA SILL GL�TJM ss�nnss
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
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. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
PREPARED BY:
MIN1%WOOD BUCK • ••• • • • ••• Q
. ry • • • •• • • •• •
EDGE DISE. (OPTIONAL)• • • • • • • • BUILDING DROPS,INC.
SEE TABLESHEET2 GN A • • • • .0. • • 398 E.DANVO BEACH BLVD.SIE 338
ZpW • DA" R33000
CONCRETE ANLAOR • ICONE• 000 • 19SQ39
l� PM:(95413998078
r SEE TABLE ON SHEET 2 wEe:FAX'(OSQ74edrops.mm
m vxi -m CONCRETE/
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1%WOOD BUCK a / • • • BY OTHERS
• • • \ N o d
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SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS
MIN.EMBED.
SEE TABLE SHEET Q N
HEAD (TYPICAL) JAMB (TYPICAL) X31 OPERABLE SILL a W z;
OUTSWINGSHOWN-INSWINGSIMILAR " I OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED U WO
ENDURAZAIL4565F W� Z
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REMARKS BY DATE
O ° c ° d Add ADA sill,Multi-Point Lack GL 06/23/14
O O O
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
ITTHE P R OF M-CFW S,
ANDSHALL NOIRE REPRODOCEa�N WNOIEOR PART
OPERABLE SILL OPERABLE SILL OPERABLE SILL WIIIIOUIVXnENONSENTOBURDRADROP w
ALIERATNlNS,ADOLlbNS,HWXWMNYa,OROO¢R
MAR[�NGS TO TH6 OOCUb1EM ARE NOI PFRONiiEO AND
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OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED7 OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y:
AFCO A-117 ENDURAZDBL4565F ENDURAHCIS000ADA GL/Tim SS�MSS
SCALE: NTS
DWG.J{:A010871A
SHEET: OF8
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK21 HOPPE MULT-POINT LOCK Q
ITEM# DESCRIPTION MATERIAL • ••• • • • • W/SILL SHOOT BOLT PLATE#2098911
• • • •• • • •• •
FINGER-JOINTED PINE
• • • • • • BUILDING DROPS,INC.
SOLID PINE • • • • • • 99s e.DaNw sena sLw.srE.asa
1 FRAME HEAD/JAMBS • • •• • ••• • aaRusEACH.FLasma
LAMINATED VENEER PH:1954}T99A679
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4 ENDURA ZAIL4565F THRESHOLD - ® • • • • • • • • H o d
• • • • ••• •• Oo Q oh�cc
5 AFCO J-2297 THRESHOLD - a
6 AFCO A-276/P-2000 THRESHOLD - a LL0
7 AFCO H-497 THRESHOLD - 0 0000 0° ® O Q _3n y
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8 AFCO A-117 THRESHOLD - •
9 ENDURA ZDBL4565F THRESHOLD - _ 0 O° HANDLE ��\ O a 0
10 ENDURA HCISD0Q ADA THRESHOLD - ^p9 O o ^^ HEIGHT lel a Q �+o
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12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE E. 0
13 (NOTUSED) _ HEIGHT
14 (NOT USEDJ - O o m + f. 0
15 #30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o 0 q
0 n 0 ° ° REMARKS BYJ DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL N1
� Add ADA sill,Multi-Point Lock GL 06/23/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL -
18 KWIKSET LOCK SERIES 400 STEEL
•
19 KWIKSET DEADBOLT SERIES 780 STEEL
® _ s is TN PROPERtt oG 9unwus oP°Ps,
20 ROCKWELL MULTI-POINT TONGUE LATCH#73228768 5-8 UNIT STEEL m AND WALL—in REPRpDUCm—EORPARG
ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0UNR 'qml A" -aoomoxs,Nirxuc�nwD.OR Dnan�
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21 HOPPE MUU-POINT HARDWARE HLS9D00 STEEL ,\\\\�\tN�S F 0%��
22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL ` .r�• �O ��
—E;79. —1 1.65"
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VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD n9RS_"'�i�`Rde)e
L ` G9PE[ERT.OfAVIHORPATWN NO.M5J8
T—
I—4.563°
f--4.56" 15.62" I 4.57"—I r 1.75" DATE: 02.05.14
DWG. Y: CHK. Y:
OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL T1M SS MSS
7 8 9 THRESHOLD 10 THRESHOLD 23 SCALE: NTS
DWG.#:A010871A
SHEET: OF8
I�po po
mo 4.58° I } °oma 5.00" I 1.75"-i– –I g
- 4.62" �—4.56' I c
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro / Studio
Impact Approved
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 4663
Current Florida Building Code
0000
. . 0000 0000..
Method: 1 -D (Engineering ZrAnation) 0000
' '
.. ..
Category: Exterior Doors "0000"" '
0000..
Sub-Category: Swinging Exterior DAwr•Assern *Ns .999•
09.00. 606906 00000
. 0000..
Product: Design Pro/Smooth Po;,IY idio .... ••
Impact Approved • •
. . . . 000000
For use in the High Velocit}+Hurriw*vane Lone :•••
Material: Fiberglass •• • ••• • •
Product Dimensions: 3'-0"X V-8"(Nominal) •'
3'-0"X V-0"(Nominal)
Prepared For:
JELD-WEN, inc. i
3737 Lakepot Blvd. �.%%%%SES F'•• O '�•,
r
Klamath Falls, OR. 97601 •
�-
Prepared by: 7 -
Hermes F. Norero, P.E.
-o . TT
Florida Professional Engineer#73778 )3 :. tj�
Date: 12/20/2016 ���,� ••• p•••OP•:��v`�
Contents: `
Evaluation Report Pages 1—5 St�NA�-
Digitally signed by Hermes F.Norero,P.E. Hermes' IWWc, P.E.
Reason:I am approving this document Florida No.73778
Date:2017.02.0915:08:40-05'00'
BUILDING DROPS
016
A Perfect Solution in Every Drop Date: 1
Report No:o: 46 46633
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro/Studio
Impact Approved
For use in the High Velocity Hurricane Zone(HVHZ)
3'-0"X 6'-8" (Nominal)
3'-0"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 1d of the Florida 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 approv lepr ec ss of
the product named herein. sees 000•'0
.. . ... . e
.. ... . ......
This product has been evaluated for use in locations adhering to the current Wrlda Building.Code. •
See Installation Instructions A010871,signed and sealed by Hermes F. Nortco,at. (FL 471779)for .....
specific use parameters. ••;••; 0000.0 sees•
.. .. .. . ......
Limits of Use: .•....
1. This product has been evaluated and is in compliance with the curteqAprida 4LyiLding 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
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing A010871 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions A010871 for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 5
BUILDING DROPS
016
A Perfect Solution in Every Drop Date: 1
Report No:o: 46 46633
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code for manufacturing under a Certification Agency
through National Accreditation&Management Institute(FBC Organization
#QUA1789)
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:
SJW2013-131-TAS 07/02/13
SJ W 2013-206-TAS 11/13/13
SJ W 2013-246 12/17/13
SJW2013-231 12/03/13
SJ W 2013-251 12/23/13 0009
SJW2013-252 12/23/13. '0000 0.00..
SJW2013-253 12/23/130..0 000 0 .
NCTL-210-3925-03 02/07/14
0000.. •. 000000
SJW2014-032 04/22/140000" ' :0000:
SJW2013-194 w/addendum 06/10/14.0.00• 00
•00. •
NCTL-210-3916-02 w/addendum 06/10/14 :0.' 0. 0.
00:00.. .. . 0000
• .•
NCTL-210-3930-01 02/24/14..0.. '00'0' 000000
NCTL-210-3930-02 03/10/14...0•• . .•
SJW2014-073 06/26/14• ;���0 0.0000
00
SJW2014-077 06/27/14; so :0000:
SJW2014-072 06/27/14 00 •��• 0 0
•0
SJ W 2014-080 07/03/14
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#:3113726SAT-001 R1 Report Date:03/13/09
Hermes F. Norero,P.E.
Florida No.73778
Page 3 of 5
BUILDING DROPS
0/2016
A Perfect Solution in Every Drop Date: 1
Certificate of Authorization:29578 Report Noo:: 4 466633
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635-10 ASTM D638-10,ASTM D1929-12,ASTM D2843-10,ASTM
G155-05
Report#: ESP010982P Report Date:02/26/13
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology,if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, Inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
2) ASTM D635-10
3) ASTM D638-10
4) ASTM D1929-12
5) ASTM D2843-10
6) ASTM G155-05
Chapter 35 of the current Florida Building Code references the following editions Qf the4bove OdMtfoned ••••;•
test standards: �• •�• •
•••.a• •• ••e•••
•
1) ASTM E84-07 ••• •
2) ASTM D635-06 • • •••••'
3) ASTM D638-03 ..�..� �..•.• •.:..�
4) ASTM D1929-96(2000)e01 •+ •• •• ••••••
5) ASTM D2843-99(2004)e01 •••••• ••
6) ASTM G155-05a • :...:. ••••�•
After review of the above mentioned referenced standards and editions,it has been found that no-slinificant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current Florida Building Code.
Hermes F. Norero,P.E.
Florida No.73778
Page 4 of 5
BUILDING DROPS
/2016
A Perfect Solution in Every Drop Date: 1
Certificate of Authorization:29578 Report Noo:: 4 466633
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50"into
the wood substrate.
B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or%"Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions(A010871)for anchor spacing and more details of the installation
requirements. ••••
• . .•.. 0000..
Design Pressure: •••;•' 00 6996"
MAX.OVERALL • •
t
DESIGN PRESSURE PSF •�••�•
NOMINAL SIZE 0.**1ISSILE0 .....�
CONFIGURATION INSWING OUTSWING 0•J�O/��qACT ••:••'
WIDTH HEIGHT .'�1ING00 '0' 000000
POS. NEG. POS. NEG. 00000 0
X 3°-0" 6`-8'° 65* 65 65* 65 LMrB+SM;O 0i 0000.0
0
X 3%0" g°�0'° 50" 50 W 50 041.10lh&SMt• 0 :...
so
Hermes F. Norero, P.E.
Florida No.73778
Page 5 of 5