WS-15-1706 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-241416 Permit Number: WS-7-15-1706
Inspection Date: August 17,2015 Permit Type: Windows/Shutters
Inspector: Naranjo, Ismael Inspection Type: Final
Owner: ROY,WILLIAM Work Classification: Door Replacement
Job Address:1280 NE 101 Street
Miami Shores, FL
Phone Number
Parcel Number 1132050210010
Project: <NONE>
Contractor: DVG BUILDERS INC Phone: (305)506-7308
Building Department Comments
REPLACE FRONT DOOR WITH IMPACT COMPLIANT Infractlo Passed Comments
DOOR INSPECTOR COMMENTS False
Inspector Comments
Passed Er CREATED AS REINSPECTION FOR INSP-238639. No accessat 9:55
Failed El
e
a �
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
August 17,2015 Page 1 of 1
y.
S, 7 �
, s q� Miami Shores Village PEtmtt ? :
10050 N.E.2nd Avenue NE
Wt3lfcClc S �. t Mt F ,I wl eat
Miami Shores,FL 33138-0000 '
Phone: (305)795-2204
7111201 _, Expiration: 01/09/2016
Project Address Parcel Number Applicant
1280 NE 101 Street 1132050210010
Miami Shores, FL Block: Lot: WILLIAM ROY
Owner Information Address Phone Cell
WILLIAM ROY 1280 NE 101 Street (305)793-5050
MIAMI SHORES FL 33138-
1280 NE 101 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,000.00
DVG BUILDERS INC (305)506-7308
_. Total Sq Feet: 0
Type of Work:REPLACE FRONT DOOR WITH IMPACT COMP Available Inspections:
No of Openings:1 Inspection Type:
Additional Info: Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
DBPR Fee Invoice# WS-7-15-56272
$2.00 07/13/2015 Credit Card $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 07/09/2015 Credit Card $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore,I ize the oven ed contra&tor to do the work stated.
July 13, 2015
Authorized Signature:Owner / Applicant / Contractor / Agent ate
Building Department Copy
July 13,2015 1
Miami Shores Village c T ;r
UL '� 201
Building Department J
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2014
BUILDING Master Permit No.�C
PERMIT APPLICATION Sub Permit No. (OC;
E7jBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 6) '32-65- �'� ( +®�l�' Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: ctx' Flood Zone: BFE: FFE:
\ 1II nn-
OWNER:Name(Fee Simple Titleholder): 11' RVV" f",1 Phone#:
Address:
City: PA is i • s State: �L Zip: -3709'
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#: -3 o-c 4-109-3
Address:
City: State: Zip:
Qualifier Name: ra„n� �--�y. civ. Phone#:
State Certification or Registration#: CGc 1 s / ''a -37 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
OUC: �=
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ['
2/Repair/Replace El Demolition
tion of Work:
N
Descri
r �
St'`S..'s1•fi�JF4P Jai",.i� -•Gt ®!t-,'
Specify col j �►lefrolewthru titer ;
Submittal Fee �46 7P&MIt Fee$T t Q CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ �� • �'`-�
(RevisedO2/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
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.
Signature % Signatur
OWNER or AGENT CONTRACTO
The foregoing instrument was acknowledged before me this The fore in nstrument was acknowledged before me this
day of � L ,20_4e?.�—,by day of 20J by
J
'I1 who is personally known to 'Doul ak, L52vak ,who is pers a ly n n to
me or who has producedTl- 'PP_1\AE?_ UQEN�s'e me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARYPUBLIC: NOTARY PUBLIC:
k�)
Sign Sign: !�;_z vim'
Print: Print:
eq� NotAry Public State of Florida A4AALAL
Seal: Sinidia Alvarez Seal: C~
dot My Commission FF 158750 a' -9"of Flmldlt
p Expires 09103/2018 �rte. 0"19.201!
Commb"♦FF 1.52dd2
1_ 1
APPROVED BY 7�� I!� flans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
no work at this
/ _ time on this
( , 'S r r elevation
U'lfl;➢r�L
noworkatthi APPROVED
time on this B no wo at this
1pl�, elevation �GRI�G GPT DA E time this
r- 1 no work at this r on
® }� time on this R, r,
`! elevation LD G DEPT 7
1i1�'�JCf
tit WITH Al I.F( f7( R!`L
no work at this
no work at this time on time on this
any area on any 2nd elevation
floor elevation
no work at this
time on any
area on any no work at this
2nd floor time on this
elevation no work at this time on any area on any 2nd floor elevation elevation
ROY RESIDENCE
no work at this 1280 NE 101 STREET
time this MIAMI SHORESFL 33138
elevation
,on no work at this no work at this
time on any time on any
2�on IMPACT DOOR PERMIT LAYOUT area onany
elevation MRH = <201 elevation
Front entry door is the only area being treated at this time
•
•• • • • . . • . ••
•• •; • nb fork at this time on any area on any 2nd floor elevation gage
•• ••• •• • • • ••
• • •• • • • • • ImpactEntryDoor no work at this time on any area on any 2nd floor elevation
•• • • • • • • • • • • 38x80(20.00 so
••• • • • ••• • Z4+42.7-48.4
FL18708-R4 II
••• • • • • ••• • •
• : ••no&ork yt this tial oathis elevation 1 front en no work at this time on this elevation SVT
• •• •• eaxaept !Area 0(front door) try) except for Area 1(front door)L) ORIGINAL
••• • • • ••• • •
This is the only area
being treated at this time
ROY RESIDENCE
1280 NE 101 STREET
MIAMI SHORES, FL 33138
IMPACT DOOR REPLACEMENT PERMIT LAYOUT - OPENING SCHEDULE
COMPARISON CHART
PER MIAMI SHORES VILLAGE BUILDING DEPARTMENT REQUIREMENTS
<20' MRH
Applicable Tributary Opening Design Pressure
Productaximum Design Pressure
Opening Opening Opening Area (Ref.RAMMS Engineering.Inc.lg
NOA/FL RAISED SEAL Design Pressure per product taken from individual Zone
Location Width Height Square Letter,using worst case negative NOA/FL Notice of Acceptance
Approval Footage loads per tributary area and applicable
Number wind zone)
1 FL 16708-R4 36 80 20.00 +42.7/-46.4 +65.0/-65.0 4
Total Square Footage —> 20.00
Only 1 area is being treated at this time. The front entry door located on the ground floor, middle of the elevation, is
being replaced with an IMPACT rated, outswing door. No other area on this residence is being done at this time.
Jeld-Wen, Inc. ***so
. . .... ......
Design Pro/Smooth Pro Full Lite-Impact Approved •
Florida Building Code Approved-2014FBC •• •• ••: ••:•
Acceptance No. :FL16708 R4 II -A010872A ......
. .
.... *0000 .....
.. .. .... ......
......
go 0......
.. . . ...
9 0
t
RA-MMS ENGINEERING, INC. Kd = .85
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010
Robert S. Mon sour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE
Interior& Exterior Zones (4&5-Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2
Effective Wind Area or, Tri utary Area in Square Feet
Height 10 20 30 40 50 60
Maximum 1.00 0.95 0.92 0.89 .0.88 0.86
15 40.4 38.5 37.5 36.7 36.1 35,7
20 42.7 40.8 39.7 38.9 38.3 37.8
25 44.6 42.6 41.5 40.6 '40.0 39.4
30 46.5 44.4 43.2 42.3 41.7 41.1
40 49.4 47.2 45.9 44:9 44.2 43.6
50 51.8 49.4 48.1 47.1 46.4 45.7
60 53.7 51.2 1 49.8 48.8 48.1 47.4
Interior Zone (4-Walls) Negative Pressures
Eoposure C . For the 175 mph Wind Zone CATEGORY 2
Effective Wind Area or, TH utary Area in Square Feet
Height 10 20 30 40 50 60
Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96
15 -43.8 -42.0 -40.9 -40.2 -39.6 .139.1
20 -46.4 -44.4 -43.3 -42.5 •41.8 •••44.4 ••• •
25 -48.4 -46.4 -45.2 -44.4 -43.8' "432
30 -50.5 -48.4 -47.2 -46.3 *47,V, 671 •
40 -53.6 -51.4 -50.1 -49.1 -"4 .,aZ.8 :
50 -562 -53.8 -52.5 -51.5 -50 t •�3®.1 •;• •
60 -58.2 -55.8 -54.4 -53.4 '- : .42:0 •
0000.. 0
. . .
0 0 0 . .000 .
Exterior Zones (5 -Walls) Negative Pressures 0 ... :
Exposure C For the 175 Mph Wind Zone CATEGORY 2:,,:0:
Effective Wind Area or, Tri utary Area in Square Feet
Height 10 20 30 40 50 60
Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13,
15 -54.1 -50.4 -48.3 .-46.8 -45.6 -44.7
20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3
25 -59.8 -55.8 -53.4 .-51.7 -50.4 '-49.4
30 -62.3 -58.1 -5517 -53.9 -52.f
40 -66.1 -61.7 -59.1 -57.2 -55:8 :
50 1 -69.3- 1 -64.7 -61.9 -60.0. . 58; ,17a '
60 -71.9 1 -67.0 -64.2 1 -62.2 -60:6 :- 9.
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever'
but not less than 4% of least horizontal dimension or 3 ft: (h.=.mean roof heig t;
NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R OFS.
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Generated On:7/6/2015
Property Information
Folio: 11-3205-021-0010
Property Address: 1280 NE 101 ST
Q
Owner WLLIAM R ROY
SUSAN P KELLEY
Mailing Address 1280 NE 101 ST -
MIAMI SHORES,FL 33138
Primary Zone 1100 SGL FAMILY-2301-2500 SQ _
0101 RESIDENTIAL-SINGLE FAMILY:
Primary Land Use 1 UNIT
Beds I Baths I Half 5/3/0 E,-
Floors 2
Living Units 1
Actual Area Sq.Ft
Living Area Sq.Ft0
Adjusted Area 4,256 Sq.Ft
Lot Size 21,735 Sq.Ft Taxable Value Information
Year Built 1938 2015 2014 2013
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2015 2014 2013 Taxable Value 1 $436,0761 $399,7141 $393,068
Land Value $662,545 $586,659 $396,943 School Board ••••
Building Value $298,076 $290,518 $290,669 Exemption Value S2.5,QN $A x000 $2! d00
XF Value $25,455 $25,606 $25,757 Taxable Value $Jqt 706 $4240,;V 0 H1P.Q68
Market Value $986,076 $902,783 $713,369 City 00600* • • •
• •••
Assessed Value $486,076 $449,714 $443,068 Exemption Value •19ffft 0 $50,800
Taxable Value $JAQ7 $39%'414 0$$93ft8
Benefits Information
Regional •• •• 0000 000000
Benefit Type 2015 2014 2013 Exemption Value 99a $50000 $8Q000
Save Our Homes Assessment
Cap Reduction $453, 9 $270,301 TaxableValue $¢36,07 "VIM .$393,Q68
Portability Assessment $500,000 Sales Information •• •
Reduction
Homestead Exemption j $25,000 $25,000 $25,000 Previous price OR Book- Qualification Description
Sale Page
rNef
mestead Exemption $25,000 $25,000 $25,000 29160benefits are applicable to all Taxable Values(i.e.County,School 05/19/2014 $1,150,000 4157 Qual by exam of deed
Regionao.
05/01/1994 $273,000 16354- 2008 and prior year says;Qual by exam
2540 of deed
Short Legal Description 14092-
MIAMI SHORES SEC 8 AMD PB 42-40 03/01/1989 $0 1101 Qual by exam of deed
LOT 1 BLK 184 A 00000-
LOT SIZE 135.000 X 161 01/01/1989 $0 00000 Qual by exam of deed
OR 163542540 05941
The Office of the Property Appraiser is continually editing and updating the tax roll.Thiswebsite 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 hftp://www.miamidade.govrnfo/disclaimer.asp
Version:
a
71712M5 Florida Btdldrig Cade tine
�'M
� o o
K"; ,
t
aii
HoMa (YtE(Itd DCIS Home Log In ( User Registration ! Hot Topic Submit Surcharge ( Stats&Fads Publications FOC Staff SCIS Site Map Links Search
Bus nes
Pro essi I Product Approval
USER:Public User
Regulation �
RSA(ilflflPiplll�Ilil,�lil�ll��l�l�� Product Approval Menu>Product or Application Search>Application List>Application Detail
piql
FL
Ki FL16708-R4
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@jell-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
(800) 535-3936
cLtstorrierserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors • •
Subcategory Swinging Exterior Door Assemblies ••• •••• •••;•
Compliance Method Evaluation Report from a Florida Reg1stere9d9A4?t8ct or a License Florida •••••
Professional Engineer 000000 • •
0000•
Evaluation Report- Hardcopy Received•••• 0000
•
0000 0000 00.0
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. 000000 • •• 0000
Evaluation Report 000000 00%.0 000••
Florida license PE-73778000000 • •
Quality Assurance Entity National Accreditation and Management Illstftdte • 0 00000
Quality Assurance Contract Expiration Date 01/01/2018 •••••0
Validated By Locke Bowden • • • •
• • • 0.00•
Validation Checklist- Hardco Recetved • •
•
Certificate of Independence FU6708 R4 COI COI JW SS 2015-04-27.Ddf
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
Product Approval Method Method 1 Option D
tosIMmidabdlding.orgtpr4r aM oAsp Opwwwvjt3EVXQvMgcol%28Zmff6cFUlGWCFGtgnSeXW MB7WXZ9%3dck3d 113
7n15 Flake BLdldrg Code Ordine
Date Submitted 04/15/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16708 R4 II A010871A.odf
Approved for use outside HVHZ:Yes Verified By: Hennes F.Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other. FL16708 R4 AE PER3480.odf
Created by Independent Third Party:Yes
16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes EU6708 R4 II A010872A.odf
Approved for use outside HVHZ:Yes Verified By: Hennes F.Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other. FL16708 R4 AE PER3481.odf
Created by Independent Third Party:Yes
16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque 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 R4 II A010873A.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 R4 AE PER3482.Ddf
Created by Independent Third Party:Yes
16708.4 Design Pro/Smooth Pro Fiberglass Double()X)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 R4 II A010874A.Ddf **so
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norerp,P.E.•73778 *....•
Impact Resistant:Yes Created by Independent Thind Party+Yes •
Design Pressure:N/A Evaluation Reports •• • •••
Other. FL16708 R4 AE PER3483.odi••••• •• .•• ••
Created by Independent Thigi.P;�tYVes
16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/Q O, %O)Impact Opaque Door 9-0
x 6-8 and 9-0 x 8-0 Inswing arldoWswing **so ••• •
000* 00 40io
Limits of Use Installation Instructions i i i • • •
Approved for use in HVHZ:Yes FL16708 R4 II A010875A.odf• •• 0000 ••• ••
•
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norer@,&%&•7$778 •
Impact Resistant:Yes Created by Independent Thiltl Pally W •Yes • •
Design Pressure:N/A Evaluation Reports •0.0 •
Other. • • • •
Created by Independent Thi •Pd'Fky+Yes . *00 • •
16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,0/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 R4 II A010876A.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:WA Evaluation Reports
Other. FL16708 R4 AE PER3485.odf
Created by Independent Third Party:Yes
16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/0,)0(/0,)0(,0)Impact Opaque 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 R4 II A010877A.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:WA Evaluation Reports
Other. FL16708 R4 AE PER3486.odf
Created by Independent Third Party:Yes
16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelRe(s)()0X,0/0,)0(/0,X(,0)Impact Gazed Door
ftsJHlaridandl(Ang.orgJprryx app_0t % RZm6TuWY09C#UIG61CCFGtgrSaXW1MV87yWZg%3f/*W 213
r- b
7/7=5 Florida EUiding Code Opine
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 R4 II A010878A.Ddf
Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other. FI-16708 R4 AE PER3487.Dd
Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
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 vent your e-mail address released In response to a public-recerds request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 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 dick here.
Product Approval Accepts:
so M N
writytta-rures,
• • •••• ••••••
•••••• •• ••••••
•
••••••
•••• •••• • •
•••• •••• •••••
so
•
• •
hops:fMorldoWIcirig.org/prlpr_app OAup OWaw%vGMQMdquSobl%2flZmSTuNVOg6cFUIGBKCFGNrSaWWMf87WXZg%fid 30
r !
398 East Dania Beach Blvd. ` _'°
BUILDING DROPS Suite 338
a
A Perfect Solution in Every Drop Dania Beach, FL 33004 C--':)954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX C7�
contact@buildingdrops.com
Product
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Impact Approved
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report
Current Florida Building Code
Method: 1 —D (Engineering.Evgluati@6)°••
.. 0000..
Category: Exterior Doors
Sub—Category: Swinging Exterior Dd&YAssemblfes
0000..
0000 0000
Product: Design Pro/Smooth Pr&-Rill Lite •••° • •••
Impact Approved 60:94: 006 0
0 '
¢. 00000.
For use in the High Vej jgiYW ffurrica04e0 Zone ••
Material: Fiberglass 0 : ° 06:0
Product Dimensions: 3'-0"XV--8"(Nominah1 6060"
3'-0"X V--0"(Nominalr• '
Prepared For: `, ititilfl/
JEL - E , ine• ����SES F. J'
3737 Lakeport Blvd. ���t�,Q`.••''''• :F�p��'s
Klamath Falls, OR. 97601 ••
• 7
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 �fi 0� ' P•'•�a�
Date:04/01/2015FS•••••"..... • G�
Contents: i��ejSi0N�{t to�%��,
Evaluation Report Pages 1—5
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2015.04.02 11:57:05-04'00'
s
BUILDING DROPS
1/2015
A Perfect Solution in Every Drop Date: 0
Certificate of Authorization:29578 Report Noo:: 3 344811
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 Full Lite
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 approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida BuildV gCode.
' '
0000 0000....
See Installation Instructions 010872,signed and sealed by Hermes F. Norete,P f. (FL#•7,3,7713)for •:
specific use parameters. •""'
000000 0 00. 0
00....
0000 0000 0 0
. .
0000.. 0000.. 000.0
Limits of Use: ...... .. 00
1. This product has been evaluated and is in compliance with the current Florida Wdirig Codep••••
including the"High Velocity Hurricane Zone"(HVHZ). :*&:0: 0 •
2. Product anchors shall be as listed and spaced as shown on details:Anchor emlodw;mt into •
' ••
substrate material shall be beyond wall dressing or stucco. :•••••
.. 0 . 000 0 0
3. When used in areas requiring wind borne debris protection this product complies.'kith
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 010872 equire further engineering
analysis by a licensed engineer or re istered architect.
5. See Installation Instructions 01087 for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 5
BUILDING DROPS
1/2015
A Perfect Solution in Every Drop Date: 0
Certificate of Authorization:29578 Report Noo:: 3 344811
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:
SJW2013-194-TAS w/addendum 06/10/14
SJW2013-208-TAS 11/13/13
SJW2013-230 11/26/13
SJW2013-231 12/03/13
NCTL-210-3924-01 12/18/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13 *0*0
NCTL-210-3925-03 02/07/14. '....' ......
SJW2014-032 04/22/1/ 6. ...
NCTL-210-3916-02w/addendum 06/10/14099;•9 90 9.69•6
NCTL-210-3930-01 02/24/14""' :....:
NCTL-210-3930-02 03/10/14-:00.6..•• •.....6•.• .....•
.
SJW2014-073 06/26/14,..... .. ..;�.•
SJW2014-077 06/27/14.�..� �.:..' ......
SJW2014-072 06/27/14:99;9; •,
SJW2014-080 07/03/14 0
60
0
'
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
1/2015
A Perfect Solution in Every Drop Date: 0
Certificate of Authorization:29578 Report Noo:: 3 344811
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 of the above mentioned
test standards:
1) ASTM E84-09
2) ASTM D635-06
3) ASTM D638-03 .••••.
•.. �. 0000.• 000:0.
4) ASTM D1929-96(2000)e01 . .
5) ASTM D2843-99(2004)e01 • ;
6) ASTM G155-05a 000:0.
0000..
0000 0000 . .
After review of the above mentioned referenced standards and editions,it has bee8'f8end that"gnificatit;••
technical changes have been made to the test standards that would affect the resuRs.OQa refertnaga. 00000
664606
standards have been found to be equivalent.All materials test results meet minimuigrgguirements of the
current Florida Building Code. 0000;.
0000..
. . ......
.. 0000
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 5
BUILDING DROPS
=> A Perfect Solution in Every Drop Date: 04/01/2015
o: 34
Report No: 34811
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as 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 Y4"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 =3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or Y4"Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25"into concrete or masonry.
Refer to Installation Instructions(A010872)for anchor spacing and more details of the installation
requirements.
Design Pressure: *see
OVE •
DESIGN PRESSURE( ..
. .....
NOISINU SIZE
MONWOO
CONRGURATION rr
INSMNG rNEG.
N ar
RATINGVAD7H HEIGHT
NEG. 00.00 •9#easeas
x T-a` 6-x• 6s* 6S 65 J-:W§&SW • .• 0000
��qq SO �p p� �h gi�
X •ids 8��•• SOO �/ SOOo •. 8& .•
0000..
0000•
Hermes F.Norero, P.E.
Florida No.73778
Page 5 of 5
r
PREPARED BY:
BUILDING DROPS,INC.
WINDOW$ Sc IDC?E)1 B 396EWwaaFFLL3M
371/2"MAX. PR:Lw4R�7e
O.A.WIDTH FAe(ss4)4 AM
wm:.•..ammnBaePF.mm
DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX 6 4
IMPACT APPROVED s °",I°TI' z r Z
6 "° Teo
FOR USE 1N THE HIGH VELOCITY HURRICANE ZONE(HVHZ) \ 6 a o LU z
6 O Q
6 1 a
\ 3 9 2 Q¢ Z W a
GENERAL NOTES: e z 0;rj°�= 5 - a t Q W
6 0 W 6 \Q
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 5 9 ACTIVE Q C Q p
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a0••E a i m a Z
• TAS 202-94
m
• TAS 202-94 3 Z u. s 0 ACTIVE 9 3 2?4 ® s = w y °o
• TAS 203-94 t3 0 p 9 5 = 0 Z Q C `s
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE 0 / / d H °n
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THELU
to '
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 'B P
INSTALLATION.
C-
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L L777
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 9 4 5 6 7 a 9 3 4 5 6 7 e 9 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a ° ° 4 4 a 41,1,^_4,^_4 4 ° 4 4 dADA•i9,MP L-k.Raddq U. 0. /I9/la
DOCUMENT. TYP.ELEVATION 1 r2,N TYP.ELEVATION 2
s4rooaixF�art ao�000Rxoma
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCHARTS.SEE SHEET 6 FOR GLAZING DETAILS.
wmourwamev caae+r of ewmR6 oaoFs,vz
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN wnam'��smnmu r"� oFArm
GLASS,DECORATIVE,AND!EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. F ttllt�t��,
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT O I�
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ����Q�'•,••'•" ' G�
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH z OH HEIGHT IS 21.0 y r •• �'�a'"'
NOTE: r i
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
iii�'•. �••G�iY,```.
TABLE OF CONTENTS •• ••• • • • • • •• gitapy signed by Hermes F.Norero,P.E.
SHEET REVISION SHET•T DFSCRIPTI •• • • • • te:m Iam ap6045638this
document
1 A TYPICAL ELEVATIONS,DESIG Pj1ESSU G E •• •• �s p
2 A TYPICAL ANCFbR LAYOMS JIND NQ11S • • • •• MAIL OVERALL DESIGN PRESSURE(PSFy DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE A'.'
DWG. Y: CHK. Y:
CONFIGURATION INSWING OUTSWING G JM SS MSS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT
• POS. NEG. POS. NEG. SLE
5 A H(yL120NTAL�SSEMBLIES • • • • • X 3-06-B 65 65 65 65 DwG.a:A010872A
6 A JLpNG ETAIL& • • • • • • • • X RADIUS 3-0 6-B 65 65 65 65
7 A DSU TES
• • • • • • •
• X T-0" 8'-0" 50 50 50 50 A
8 A CONCRETE SUBSTRATES 1
9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
RIS_
� r
PREPARED BY:
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACKTO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 89sED4RweFA UVD,sT =
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DWASSAOL Ra
37 1/2"MAX. Px:Issalsssans
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH �wm:.°..bug 4&4v
vn,
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TY.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 "TYP. W H
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORy0
MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z id o 3
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ZD 0
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE a O Q �g
SHELL OF BLOCK. a }/) n F
y h a
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK �[ p IQ.
CONCRETE/MASONRY CONSTRUCTION. Z. u+ m m V 0
na= < ¢ \Q g
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ' C c O�
Ix
FOLLOWING PROPERTIES: l9°+ OOcc
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z i7 LL ® 0 °
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 3 Z l27 = m
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH HO w Q W � Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O i uWi uWi 4 Q a
PSI. °
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH /
OF 2000 PSI.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR k (—
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM d ADA sill,MP Lock RedNs Lt GL A
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2
1 TYP.ANCHOR LAYOUT
ANCHORTABLE
618"DOORS 8'0"DOORS w +• ovmu °aar'swc
n�mumm,aoomu°,w,wuuaximo,oa on:ca
anRw+asronm ooa�+rnne rrorewanm am
ANCHOR MIN. MIN.EDGE
ANCHORTYPE SUBSTRATE MAX O.C. MAX.O.C.
SIZE EMBEDMENT DISTANCE _e. j4ltfflf,
SPJAMBS SPJAMBS NOTE: ����```�s¢ 0',0A
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. '�� ,•'• ��.�'!'��
WOOD SCREW #10 OR FRAMINWOOD G 1-1/2" 3/4' 17-1/2" 17-1/4' .�'�. •r. .• .•(}�i
ITW TAPCON 3/16" CONCWWCMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" *• f'
1-3/8°-CONC. id "•.. P "•f(I���
ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4'-CMU 1° 17-1/Y 17-1/4° o :kN .� .•'G��,,�
TTW TAPCON 3/16' CONCRETE/CMU 1-1/4' 1° 10' 14-3/8'
82 • • ••• 7R6�21 w •
• •• • • >�REWS •• •
• • ! • • • • 26 DATE: 02.05.14
••D.ET41OPP •• • • !
2•#9 X 21/2'PFH ttP.HOPP
PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y:
PLATE LOCATION G JM SS MSS
•(RHg%TjSHOWN)i• • • SCALE:
DE..0 i • • �pz • • • • A010872A
TY.HOPPE I-BOTTOM SHOOT • • •• • • • • DWG.N:
MULTI-POINT SHOOT BOLT BOI.TPIATe •• • • • ♦ •
PLATE LOCATION HOPPE#2098911 • •• • •
A SILL SECTION VIEW !•! HEAD SECTIOIQVIEWIL
••! •
n•vrumserovm omavwG SR,ww wswnoa•wRmou,awumasmlaR
sa cerA¢P: seeoernauz
••f i •
• • • • • • • • • •
• •• •• • i • •• ••
r
PREPARED BY:
BUILDING DROPS,INC.
898EOARIABFAQIBW'm338
DAt KAC11,n 8
PM(9931399J418
41/2"TYP. 41/2"TYP. ' Fax:t99apaA939
s=
1 1/2"OFFSET �, W
4111
�$N§
i m nc
� CeXr
o ao DO
Q �
W
�C N�
oa aZ
e� zCC
00 `4
CZ7 1-U °4
a
�] O Q o
m
A
}` REMARKS BY DATE
d ADAsM MPLody Red[w Lt GL /29/14
TY P.ANCHOR LAYOUT
PDaAaxreuau�r
AND9"NLfAT BE9ERWU0:0W WIIOIE00.°AiT
�w3�A.oF9�� ort
u�4tnba.ADZmJW,ww�ua"nxa,4aana3
wumwsm nm oxwmrta93Amvmnnx�Aim
1 1/4"MIN.EMBED TY 11/if f t
Z `�ES F tO
SEE TABLE� 2X BUCK ANCHOR TABLE ���`�(/�•• °������o " mss • .O �
l3 W �,• _• _
6w DooRs n"DOORS2i 2i
MIN.EDGE MIN.CENTER
ANCHOR TYPE A SIZER OR SUBSTRATE EMBEDMENT DIST.TO TO CENTER J:x
SUBSTRATE DISTANCE SPACING GAT SPACING AT . ( A�'•rtl/�,`�
W o WOOD BUCK 2X WOOD BUCK INSTALL. IAMBS LAMBS �i ' P.
f
ANCHOR PER BUCKANCHOR TABLE ITWTAPCON 1/4" CONCREWCMU 1-1/4" 2-1/2° a° 25" 341/4•
••• •ELOD U • •1/4"• CONCRETE/CMU 1-3/8"-CONC 1" 4" 1. 361/4°
2X WOOD BUCK INSTALL 2X WOOD BUCK INSTALL.• • 1.1/4°-cMu
cros3sa�roR am9vmw • •
• •• • • • • ••• •
• • • • • . . . •
... .. . ..
DATE: 02.05.14
.. . .
NOTES: DWG.BY. I CHK. Y:
1. zx BUCK ISNOT FOR INSTALLATION AT SILL G J M SS MSS
SCALE:
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. ••• ••• ••• ••• ••• DWG•u:A010872A
•• • • • • • • • • • •
• •• • • • • • • •
••• • • • • ••• • o
• • • • • • • • • •
• •• •• • • • •• •e
PREPARED BY:
BUILDING DROPS,INC.
898 E WA BEACH BLVU.,SIE 888
%% // %/ OAm BEA031 R 33006
// / ' PM(946 ]B
`\�\ 11
38
11 � �+
IN ERIOR EXTERIOR EXTERIOR �. INTERIOR 63
n p-+
4 -C INTERIoa DOERIOR d
Q 5 / C§ W $ .
:,: - oe
g¢ uWi
1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL
J
4
OUTSWING SHOWN-INSWING SIMILAR 4, INSWING 4, OUTSWING z U
ENDURA ZAIL4565F AFCD J-2297 l7 e
o j i
0
e
b
11
REMARKS BY DATE
EXTERIOR /. INTERIOR 7 tld ADAsiR,MPLoch,Rad=U. 6L ABAI
INTERIOR EXTERIOR INTERIOR EXT�tIOR
10 �-
,4
0
Armawu.HareeStsaouaYnmwwHaaa vun
M+6HroUtrnmlm+mxmvrav atmno90 oaovs.we
a.�eatmro•Aoornoru.B¢auaBnxo.on oixm
w9im+m ro 6M4 ooaPat9r n a wor vEw,anm Atm
5 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL
INSWING `'toN1Ufftfftt��,'
4 INSWING/OUTSWING 4 4 �$
ENDURA HCI5000 AFCO OUTSWING F
A-276/P-2000 OPTIONAL AFCO H-497 `,����5•�,. ����'
� Z
IN]
NTERIEXTERIOR••• • ••
•• • • •
• ••• •
o
000 ; �.• DATE: 02.05.14
DWG. Y: CHK. Y:
G JM I SS MSS
SCALE: NTS
g OPERABLE SILL •;• OP,ERAJNI E SILL: _• DWG•�A010872A
OUTSWING 4 • ••OUTM OG • • •
OPTIONAL AFCO A-117 . :. Or„fQ1AlyEN@UR�ZOft45.*
... . . . ... .
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . •
PREPARED BY:
HINGESCHEDULE HINGE DETAIL AT JAMB: Q
DOOR HEIGHT QUANTITY PLACE 09 X 2-1/2'PFH SCREW NEXT TO WEATHERSTRIP
BUILDING DROPS,INC.
MF.D SEAcx SWD.,rrE M
oanwaFaa,nssma
vie(m)irsmem
Fac lesaPaa.a7W
WEB:rw�.WUA�pAopFran
W
1 19 1 \\� \ Lai
0
INTERIOR INTERIOR 4 O m
a w
1-#9 X 2-1/2"PHILLIPS p Q `^ riJ M I "
FLATHEAD WOOD SCREW ¢ "� o
\ \ 3-#9X3/4"PHIWPS i z Z o
FLATHEAD WOOD SCREWS
EXTERIOR EXTERIOR` CZ7 0 °o
4-#9 PHILLIPS FLATHEAD WOOD SCREWS '
17 USE 3/4"LENGTH FOR 6'$"DOORS D Q
USE V LENGTH FOR 8'-0"DOORS 2 0
a
1 LOCK JAMB 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR
REMARKS BY DATE
Wd ADA W,MP Lock,Radiw.M /14
9-#9X13/4"PFH3-#8X2"PFH 13-#8X13/8"PFH(6'$"UNITS)
2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS)
8-#9 X 21
/ (6'$"&8'-0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE armsuuwree�vxaarzmww+asoavam
W/STRIKE HARDWARE 1-MPL STRIKE PLATE
4-MPL STRIKE PLATES 4-#8 X 13/8'PFH 'LL'Q'"' "00110N5•1061616X"N°•�OTMp1
21 1-REINFORCEMENT PLATE o r�acrxomoaanm+raae u�rvrxrarnnanu
20 HOPPE#25122% o ,,��fl{iflfllf)���
EXTERIOR EXTERIOR o o .``,��Q`'.05 F a "�''.
��IN-TERIORo INTERIOR ��jO' ••'C •�a��`
Frva s�`.frim_
11 • •1 • • • • • •
• •• • • • • ••• •
X41 ROCKWELL MULTI-POINT LOCK JAMB 5.1 -HCWPE•VI0j1f VIk7 LOCK JAMB r6--�HOPPE MULTI-POINT LOCK DATE: 02.05.14
5
OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: I CHK. Y:
G JM I SS MSS
•
000 •• • . . SCALE: NTS
• DwG.#:A010872A
L ago ii
.. •
.. . . . . . . . . . .
. .. . . . . . . .
••• ••• • 5
... . . . . ... . .
• •• •• • • • •• ••
••• • • • ••• • •
PREPARED BY:
BUILDING DROPS,INC.
sMco auaeivo'mm
O ABEACH,R89aoa
R4(ssayssaa�e
Pax:bwwkq*.P
wm:..w.wmammow.mm
LL a
�0
Lu B M
1'MAK 1'MAX. 1"MAX W ]g5
W
IP-AIRSPACE 1/2-AIRSPACE 1/2- 1' a I.—
AIRSPACE r.
1/2'AIRSPACE
� mai
INTERIOR EXTERIOR INTERIOR DITEERIOR INTERIOR DMIOR INTERIOR EXTERIOR g Q m
ANNEALED GLASS 1/8"ANNEALED GLASS 1%8"ANNEALED GLASS 1/8"ANNEALED GLASS N
z 0.090"SOLUTIA PV8INTERLAYER z 0.090"SOLUTIA PVB INTERLAYER z r' 0.090"SOLUTEA PVB INTERLAYER 0.090"SGP INTERLAYER 4 p o
g' 1/8"TEMPERED GLASS f" 1/8"TEMPERED GLASS f m 1/8"TEMPERED GLASS z BY DUPONT 0
DOW 119951UCONE a
a m g„m, 1/8"TEMPERED GLASS 0 a
a � N m
DOW 995 SILICONEDOW 995 SIUCONE k
a
DOW 995 SILICONE DOW 995 SILICONE a
s
22 22 23 24
RED[-SEAL RED[-SEAL DOW 995 SILICONE REMARKS BY DATE
DOW 1199 SILICONE
(1)6'-8" GLAZING DETAIL (1)8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL dADA tlI,MPLakRwlwLt GL /23/3
6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8-MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS
621/2-MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6%"UNITS AT DPi/-65 PSF ONLY
AND L W l Naf 88 PmROG)t&D IN MMatE ON PNR
W 1XOUl W 0T16Y COR4NT�&AIpNa M W 3.NG
PL1WPl10!$49NTOM.W01UOi1p'Rf.ONal1�p
rnamaxoro�oocNm+rn a"orvemarteaxm
00111111181,
•• ••• • • • • • ••
•�, ,�` •• • • .••
CCTT��77 GLftN@,INQLUMG VURNAL GRRR,BLINDS DATE: 02.05.14
ETVJ ,MORATRE,EK*RNAL WROUGHT IRON
AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN
ABOVE. GJ
DWG. Y: CHK. Y:
M SS MSS
SCALE: NTS
• ••• •' DWG.u:A010872A
• • •• • • • • • SHEET: OF9
•• • • • • • • • • • •
go:
... . . . . ... . .
. . . . . . . . . .
...
. .. .. . . . .. ..
. . . ... . .
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
MIN 2i
x >rseeDwLnwasooa s•
EDGE DIST. WOOD ANCHOR EAx:lixaa>se
SEETABLESHEET2 SEE TABLE ON SHEET wee,wvD..Aft*o
O1 -SILICONE
t:
c t: � /:1
J 2X WOOD BUCK %� 0 RD; $
za % aw_— t2mor
. ./ w 8 ,
0.25" S C h is
o 5i E> SHIM ZX WOOD BUCK F= I'.'I o LL
WOOD ANCHOR C) N
SEE TABLE ON SHEET 2 MIN.EMBED. C
SEE TABLE SHEET 2 \y :3
1 HEAD (TYPICAL) X21 JAMB(TYPICAL) 3 OPERABLE SILL z o
7 OUTSWINGSHOWN-INSWING SIMILAR 7 OUTSWINGSHOWN-INSWING SIMILAR ' INSWING-NO ANCHOR REQUIREDO
ENDURAZAIL4S6SF
0
0
SILICONE '
s
SILICONE SILICONE
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK d ADA tlil,MP Lock,Radius Lt GL 1
2X WOOD BUCK
AVDYWLNOT86 A6P40aKID�NW Mpw
WIINONI WP1fI6NCQV9DlIOLBUILDDb0R0P4,D!L
4 OPERABLE SILL 6 OPERABLE SILL 0_ OPERABLE SILL
f•AWOIVGE IOIImDOCUAHiTRREMDTpL0IR1EDAVD
7 OUTSWING ANCHOR REQUIRED 7 INSWING AFCNOO-276/PANCHOR2000 REQUIRED 7 OUrSWING-NO�O-497 REQUIRED
AFCO J- `,�,��� Std►uo���',,
r _
i� . `•
SILICONE SILICONE SILICONE P cNo
f
2X WOOD BUCK • • • • •2)�D BUCK 2X WOOD BUCK
• • ••• •
577!
•• ••• •• • . : ••• DATE: 02.05.14
DWG. Y: CHK. Y:
g OPERABLE SILL g OPERABLE SILL 408 OPERABLE ADA SILL G JM W MSS
7 OurswlNG•NOANCHOR REQUIRED 7 •OUTSIMM-NOANSWRREAUIRED INSWING/OUTSWING-NOANCHORREQUIRED SCALE: NTS
AFCOA-117 • • •ENDURAIbBL4SWF • • • • ENDURAHCI5000 DwG•TM:A010872A
•• • • • • • • • • • • SHEET: OF8
• •• • • • • • • •
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ••• • • • ••• •
SECnON OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
••• • • • • ••• • •
•
0% • • • • • • • • •
• •• •• • • • •• ••
• • • ••• • •
PREPARED BY:
Q
1X WOOD BUCK BUILDING DROPS,INC.
MINEDGE DIST. (OPTIONAL) SILICONEto4Rw eua.aawmw xqe
SEE TABLE SHEET •'••a'; �;(as41es4 m
a D Fw;(s54)�a AM
CONCRETE ANCHOR O wee:.,..•t.dea.amoP.�a
%% SEE TABLE ON SHEET 2
CONCR
".J MASONRY
.4.a: % 4 CONCRETE/ z
z - BY OTHERS % F O
g W '"t• t� MASONRY 0.Q N c
H .!. % BY OTHERS Ix WOOD BU K C O P ti
N %%i (OPTION ) ';1. % OC 5 .MAX1
uTf '°• SHIM co
m
CONCRETE ANCHOR H Q N
SEE TABLE ON SHEET 2
CONCRETE/MASONRY BY OTHERS W
MIN.EMBED. `
SEETABLE SHEE72 C 1 ty o
HEAD(TYPICAL) JAMB(TYPICAL) 3 OPERABLE SILL u
8 OUTSWINGSHOWN-INSWING SIMILAR g OUTSWINGSHOWN-INSWINGSIMILAR g INSWING-NO ANCHOR REQUIRED p O s`
ENDURAZAIL4S6SF V °c
A
SwF+ P
F
SILICONE SILICONE
REMARKS BY DATE
kdd ADA sin,MP Lk,Radius Lt GL /23/1
.a d d .Q d d .a d d
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS ,ywsxnu.xor� mwamvnm.
wm�an w4mm.coxsErn w eunnaro Daws,we
nL1f1a1110M3,ADa1110fB,Na4M11aMia<0.0ROM84
ssnaoxss m nye;aocusmn nae xor vavansv am
4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL
g OUTSIMNG-NOANCHOR REQUIRED g INSWING-NO ANCHOR REQUIREDg OUTSWING-NOANCHORREQUIRED �
AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 1;r�(� ,,.• .0.
*- 7
SILICONE SILICONE SILICONE '•• ��`
�j �us2il�•C9 ��
.d d. d 'd d. d
d' d
c. •• •• �• • • • p. • a.
CONCRETE/ i • • • ,• i •; • CONCRETE/ CONCRETE/
. MASONRY • • •• t • • •• BY�ERS BRY MASONRY
ERS DATE: 02.05.14
BY OTHERS • • • • • • • • •
g OPERABLE SILL "OPERABLE'SI$L•• � OPERABLE SILL DWG. Y: SS MSS
g
OUTSWING-NO ANCHOR REQUIRED g OUTSWING-NOANCHOR REQUIRED g UTSWING/INSWING-NO ANCHOR REQUIRED
AFCO A-117 ENDURA ZOBL4S6SF ENDURA HCI5000 ADA SCALE: NTS
• 0:0 •. • DwG.a:A010872A
.. • . . . . . . • • .
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW • •• • i • • • • •
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ••• • • • ••• •
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
^
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY:
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 /Z
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE O ass¢wms s=.maas
1 FRAME HEAD/JAMBS (AMINATED VENEER ® m.(mjsssss
LUMBER sac fVA)a 4M
® vrm..w.e.em�•vc•m
COMPOSITE
2 (NOT USED)
3 (NOT USED)
4 ENDURA ZAIL4565F THRESHOLD - � W m O`A
5 AFCOJ-2297 THRESHOLD - C
O
6 AFCO A-276/P-2000 THRESHOLD
7 AFCO Hd97 THRESHOLD - O 0000 ®� 0- m m
8 AFCO A-117 THRESHOLD - s
9 ENDURA ZOBL4%SF THRESHOLD - ° 0 HANDLE � \�
O o 4� Z
10 ENDURA HOS000 ADA THRESHOLD - O y �4 HEIGHT N '°
URETHANE FOAM& O ° e,� ®'O L27 e
11 WEATHERSTRIPPOLYETHYLENE $ o o 1 OIao Lu r
12 NON-COMPRESSION SHIM(0.75"MAX THK.) COMPOSITE HANDLE rl ZO 0
13 (NOT USED) - HEIGHT
14 (NOT USED) - C=)o + 0
15 #30 WOOD INSTALLATION SCREW W/11/2'MIN.EMBEDMENT STEEL
O o 0 O m o I REMARKS U BY DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL eti
17 BUTT HINGE(SEE SCHEDULE SHEET S) STEEL fp dADAspL ntv lock.Radiva Lt aL /79/i
IS KW KSET LOCK SERIES 400 STEEL m
en
19 KWIKSET DEADBOLT SERIES 780 STEEL °P
O io
20
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6.8 UNIT .. PNDSNPLLNOT�" •"" ORs""
STEEL
ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0UNIT
B � wu�c�xcnmmcwen�rum
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 0.63' iim
`���til/tttttJtJi
22 ODL LITE KR(LMI) 6063-T6 ALUNSNUM F
23 FLUSH GLAZING LEG FIBERGLASS ,����Q�.•• ���j�'
24 ODL UPLITE KIT(RADIUS LITES) PC ABS ` •'� •t O •
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O O®� c * *~
26 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL '79" --�L 1.65"{-- �.�Zy A'•.:��:
OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 AFCO A-276/P-2000 2S HEAD SHOOT BOLT PLATE(LH
VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD ess �Sse
/����%iii yii m o � �� • . . �
xi / a •• .;• • :: ®®d T—
��" DATE: 02.05.14
45r
•
•• ••i •• • • i ••
I�—4.563• �a56'� DWG.PY. CHK. Y:
AFCO H-497 THRESHOLDO AFCO A-117 THRESHOLD (�G]\� ENDURA ZOBL4565F ENDURA HCI5000 ADA HEAD SHOOT BOLT PLATE(RH) GuTim SS MSS O — #HRESHOWDO O • 10 THRESHOLD 26 SCALE: NTS
• Yv� • • • ! • DWG•#A010872A
* s jj&�m.0 '
--I o 458'—'1 I I "�o� 5.00" 1.75' 9
4.62" (�—4S6'--•-I o
••• • • • •
or
• •
••• • • • ••• • •