HomeMy WebLinkAbout335 Appaloosa CtCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Construction Value: $ 3?0/• 9.9
Job Address: 33 S'/ape l ansa cl-Is Historic District: Yes ❑ No El
Parcel ID: Resid-ential[✓7 Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: 8=1e=_ rrm_ d same- _ sa-e, Imie
Plan Review Contact Person: .1-174 b'4lkyy Title: Pfrilde4h-
Phone: X07- (o9G 000 Fax: S/07 G9G .73671 Email: &d<e G>Drd d Cl4hDY>. 'Cpm
Property Owner Information
Name Julia slut4-a11c_ Phone: WO-
Street: 33,1' Awaiml . Resident of property?
City, State Zip: San >�lYi��L . 3027'71
Contractor Information
Name e&ket- hmrll �'tL Phone: qO7-- (0114e•09345
Street: 7A4/ 6n70-kt Ct Fax: q07- 6!!2(P - 73.541
City, State Zip: GU(r1 .L ��]�1Y/I4!S , l�L. 3�7I� State License No.: G6G
T
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fag:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, •CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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 standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc. 01
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code O
Revised. June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the tirpe the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Con for/Agent V Date
4"i %' 4be4,ki z/
Wortor/Ant's Name .
Signature of Notary -State of Flonda Date Woua-Latfia EQ.
10
LISA ANTONINI
YS- Notary Public - State of Florida
My Comm. Expires May 21, 2018
Commission N FF 125242
Owner/Agent is Personally Known to Me or Co in to Me or
Produced ID Type of ID Produced ID Type of ID /
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: k, I
ENGINEERING:
COMMENTS:
UTILITIES:
WASTE WATER:
BUILDING: T %A 22'1/6
Revised. June 30, 2015 Permit Application
c)cc>q - Vez>
^ Prope-rt�Record Card
JSW6
rmr
4rMRJi C01rt+ rtANOM
?ro0or1/ A<ldrers: i?: �^P:.(J:,, _' �<:i••r �.� _ :•:7: .
Pa" Information vmw Summary
Pal eN 18-20-315060000.1030 2017 WorlJng 2016 Cerbw
Ower SANTANA JULIO M Vales Vales
Valuation Meeme CoStImatrel CosUlAarkel
Property Address 338 APPALOOSA CT SALFORD. FL 32771
-1110g 395 APPALOOSA CT SANFORD. FL 32773 W+ a 8u00Ygr 1 1
Sub&Atloe Narme
ey;F'-� L= �c !� r,-' r Dep�edafed Btlg Valle 5137,733 6131.778
S " `— -- '�� Depreaaled EXFT Value 6308 6360
Tax DbVkg SISANFORD Land Valle (Maker) 632.000 X62000
DOR Use Code 01 -SINGLE FAMILY Lab Value
Aq
ExwW OU•HOI ESTEAD(20086 J4St j.L ri^, {bh a ': 6170,071 6161,128
Z -- PwMblW Ad)
Ssue Our Homes Ad) 657,170 9152.012
�� MlencIn at 1 Ad)
ElP&G Ad) m 60
U) r• . r ; .= r. Assessed Vake 6112.901 6112.116
C) foo 001 � wLI: Tac Amount WIBd SO62.376,46
a�L_'.2Y 8��tn' 61.333.85
co
Sara Our Flanea Savings: 61,042.61
l
119.24 • Does NOT INCWDE Lion Ad Vakxam Assessrne is
Legal Description
LOT 108
BAKERS CROSSING PHASE 2
PB 62 PGS 97.99
Ta91as
Taxing Authority
Assewnsd Value
E>oanpt
Values
Taxable Vake
Cly Sword
6112.901
655.000
657,901
SAw(Sa" "m Water lAanagwwd)
6112.901
655,000
657,901
County Bonds
1112.901
655.000
657,901
County General Fund
6112.901
655.000
657,90/
Schools
6112.901
630.000
662,901
Sales
Oesatptbn /
Daae
Book
pap
Amount
Oualfied
Vadbw
WARRANTY DEED
311MM
;c
6210,000 yes
bnpwed
WARRAMY GEED
3Y1/2004
6/81,500 Yes
b, proved
WARRANTY DEED
91r1f2000
�;,
6313.000 No
VacaA
'nn0 Comparable Salus
Land
Metlmd Fro Cage
Depm
Units
Unts Pdoe
Lam Vake
LOT
1
1162,000.00
X12.000
Building IrAorrnation
�6 F�3rl'�bt� C.74flfJn•1::: �e._'.i'�—...
0 DwArWOun Yeah Fixtures Bed
Baer Daae Area
Total SF Lining SF Ext Wap
Ad) Value
Repl Value Appard"m
1 SINGLE 20DI
6
1 1,966
2,390
1,956 CBISTUCCO 6137,739
6144,602
Daciolm
Ates
FAMILY
FINISH
425.00
2016-10-28 17:11 0264EX 4073331117 4073331117 >> +1 407 209 0090 P 1/1
rage to of IV Irv. I I V 10v4+ -197V v I
I
-Home Improv ent
ant
E EA THIS
Important additional Information regarding Customer's rlohts may be contained in an attached State Supplement.
co e: This "Agreement" consists of this page, the
Supplement if applicable, and any drawings or Change
between the Customer identified on the Invoice and
Agreement shall be performed by a licensed and insured
perform architectural or engineering services, nor does it
Depot and its Authorized Service Provider will perform ins
Payment Schedule: Payment is required immediately as follows,
payment: t 371711 94
Sales Tax: S A 00
Total Amount of bate: s 3701 _Q9
'Any Interest payments or other finance charges will oe determintr
Home Depot is NOT a party, and will be in addition to Customer's
conditions of the cardholder or ban agreement, as applicable. No
however, Authorized Service Provider may collect Customer's pay
Anticipated Delivery I Installation Schedulle
Date: TBD Start Date:
Acceptance and Authorization: Customer authorizes The
and services included on the Invoice. Customer further
agreement between Customer and The Home Depot with
discussions and agreements, either oral or written relatirN
assigned or amended except by a writing signed by Custorr
that Customer has read, understands, voluntarily accepts V
of this Agreement at the time Customer signs the Agreen
information may need to be provided later and as such tI
signed.
Electronic Signature: The parties to the Agreement ag
Agreement are intended to authenticate this writing and to h
Customer acknowledges that he or she is the person name(
sale device.
CANCELLATION: CUSTOMER MAY CANCE
OBLIGATION BY DELIVERING WRITTEN NOTA
THIRD BUSINESS DAY AFTER SIGNING T1
ATTACHED HERETO CONTAINS A FORM TO
LAW IN CUSTOMER'S STATE. tender such circum
business days after The Home Depot's receipt of Customer
Accepted try:
Authorized Service Provider's Full &mmessrTrade Name. Address and
license No. or No(-.)., as applicable:
UCerae Nots).
Authorized Service Provider's TW. No
ving General Terms and Conditions, the Invoice, the State
s expressly made a part of this Agreement. The Agreement r5
Home Depot. Any Installation services provided under this
party Authorized Service Provider. The Home Depot does not
structural changes to dwellings or other structures. The Home
ion services in accordance with applicable law.
Due In full, l,tntnediatety.
If applicable.
Includes all applicable discounts, rebates, and
taxes. Excludes finance charges.'
by Customer's separate cardholder or loan agreement, to which The
tyment under this Agreement. Customer is subject to the terms and
ands should be made payable to Authorized Service Provider,
ent(s) made payable to The Home Depot.
Finish Date:
Home Depot to order and arrange for the delivery of all goods
agrees and understands that this Agreement Is the entire
regard to said goods and services and supersedes all prior
to said goods and services. This Agreement can not be
sr and The Home Depot. Customer acknowledges and agrees
terms of and is entitled to and has received a complete copy
ent. Installation Professional's license number and permitting
Is information may be omitted at the time this Agreement is
se that the digital signatures of the parties included In this
ve the same force and effect as the use of manual signatures.
on The Home Depot contract number identified on the point of
. THIS AGREEMENT WITHOUT PENALTY OR
'E TO THE HOME DEPOT BY MIDNIGHT ON THE
IS AGREEMENT. THE STATE SUPPLEMENT
ISE IF ONE IS SPECIFICALLY PRESCRIBED BY
notice.
Custorner's payment(s) will be returned within ten (10)
10.128/2016
X
Assooiale's/Authanzed Servwe Provider's Full Signature
Date
Associate: Ploeao print your saimperson's license rkvnner. It applicable
i
1
Home Depot U.S.A. Inc.. 2433 Paws Fon j Road. N.W., drift a 3. Atlano, Georgia 30339
I :a[01,
1
I
THIS INSTRUMENT PREPARED BY:
Name: Decker Doors Inc.
Address: 724 Brooks Ct Winter Springs FL 32708
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number. 18-20-31-506-0000-1080
11111111111111111 11111 11111 11111 11u 1111
MARYANNE MORSE► SEMINOLE COUNTY
CLERK OF CIRCUIT COURT h COMPTROLLER
BK. 8806 Ps 1821 (1P9s)
CLERK'S T 2016119283
RECORDED 11/16/2016 10:59:26 AM
RECORDING FEES $10.00
RECORDED BY hdevore
The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the
following Information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Lot 108 Bakers Crossing Phase 2 PB 62 PGS 97 - 99 335 Appaloosa Ct Sanford, FL. 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Replace exterior doors.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Julio Santana 335 Appaloosa Ct. Sanford. FL. 32771
Interest in property: 100%
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Decker Doors, Inc. Phone Number. 407-696-0830
Address: 724 Brooks CL Winter Springs, FL. 32708
S. SURETY (If applicable, a copy of the payment bond Is attached): Name, N/A
Address: Amount of Bond:
8. LENDER: Name: N/A Phone Number.
Address:
7. Pentons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1Na)7,, Florida Statutes.
Name: Phone Number.
Address:
8. In addition, Owner designates
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is t year from date of recording unless a different date is specified)
WARNING TO OWNER. • ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE TOE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Julio Santana
(Print Nems aM Protide Stgnatory'sToVdOfece)
state 4 1'oC�c�c� Countyof c—NeCY1% r is k,;
The foregoing Instrument was acknowledged before me We ` day of r'-X\CQ.( -20
�
by al1-6�C RQ . Who Is personally known tp me O OR
Name of O�Q=nn making ateternenl ,
who has produced identificationM type of identiffcatlon producod: V—\cx c�C 2 i — \."r' e
p4 Twr colrr �V
Chill EDCOPY- ARYANNEMORSE ms's++
't
_t.ER , OF THE Cli ,U OURT AND y N , ^ _� i .: Notary Slgnetu
COM TROLLER
5EM6 LE r U f, FL ID fir °tF + 17 g FELECIA A. JN04WTISTE
lr a NOTARY PUBLIC
eY DEPUTY CLERK "it
- STATE OF FLORIDA
Comm# FF055247
NOV 16 2016 l 1e'0 Expires 9/1812017
City of Sanford
Doors - Windows Application Checklist
JF
D
zs
All pdrmit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
v/ Two (2) copies of the floor plan indicating size; type and location of windows/doors.
v' Completed and signed Statewide Product Approval Specification Form.
✓ Two (2) copies of the manufacturer's installation instructions.
,/ Contact Person information entered in Naviline?
✓ Application forms stamped received and initialed
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Revised.• February 2015
NOV 62016
B
v r
m
S
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
1-N -k6 _
DATE
u
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
NOV
Nis
Florida Building Code Online
https://www.floridabuildin&org/pr/pr�_app_dti.aspx?param=wGE...
�w61�.Si�/�lis - -
Business,'8�``Pro#esslonal
R�gial°atlonryi"
,^D6�ft'af,',�
i.�,...•x]:!l..xGb`��iX�
D"entof
��d� ��e.-��1.�,t..(:a•t�'ir_ti.•3^ ?t5�r gP�V11�J:p�(f4:tE��I;t1�yGM1},{L'l.�t;.SiOSf,(
SCIS Horne I Log 1. 1 Use, ReglStratb. Hot Topics I SUbmt Surcharge Stats & Facts Publicatim FBC Staff SCIS Ste Mao UkS Search
)rofessi�9'1
j�`Q9Product Approval
�_�n../, USER: PuW User
Regulation
i
Gcrnsr rHcendy. Fryu!ne h:dyProdlict
-
-
Application Type
Affirmation
Code Version
2014
Application Status
Approved
Comments
Archived*
Is
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
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditatlon & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard) Standard Year
Equivalence of Product Standards
Certified By
AAMA 1304 2002
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Q I affirm that there are no changes In the new Flonda
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 0 Yes 4 No O N/A
1 of 3 9/5/2015 7:18 AM
Floriga Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https : //w w w. fl ori dabui l di ng, orp,/pr/pr_app_dtl . aspx?param--v GE...
Method 1 Option A
02/20/2015
02/20/2015
02/28/2015
FL # Model, Number or Name Description
13541.1 Design Pro/ Smooth Pro Single (X) Opaque Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing
13541.2 i Design Pro/ Smooth Pro
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing
Certification Agency Certificate
FL13541 R9 C CAC N1011906.01-R3.pd�
FL13541 R9 C CAC N]011906-R3.odf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 II A010831A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2742 SS 2014-09-26.odf
Created by Independent Third Party: Yes
Single (X) Glazed Fiberglass Door
Certification Agency Certificate
FL13541 R9 C CAC N1011921.01-R3-sianed.odf
FL13541 R9 C CAC N1011921-R4.odf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 11 A010832A SS 2014-09-26.odf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2743 SS 2014-09-26.odf
Created by Independent Third Party: Yes
113541.3 1 Design/Smooth Pro I Double (XX) Opaque Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing
Certification Agency Certificate
FL13541 R9 C CAC NI011907.01-R3.odf
FL13541 R9 C CAC NI011907-R3.odf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 II A010833A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2744 SS 2014-09-26.odf
Created by Independent Tliird Party: Yes
113541.4 1 Design/Smooth Pro I Double (XX) Glazed Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing
Certification Agency Certificate
FL13541 R9 C CAC N1011908.01-R4.adf
FL13541 R9 C CAC N1011908-R4.odf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 II A010834A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2745 SS 2014-09-26.Qdj
Created by Independent Third Party: Yes
I13541.5 I Design/Smooth Pro I Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque
Fiberglass Door
2 of 1 9/5/2015 7:18 AM
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing
https://www.floridabuildin&org/pr/pr_app_dtl.aspx?param=wGE...
Certification Agency Certificate
FL13541 R9 C CAC NI011910.01-R4.Ddf
FL13541 R9 C CAC N1011910-R4.Ddf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 lI A010835A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2746 SS 2014-09-26.Ddf
Created by Independent Third Party: Yes
13541.6I Design/Smooth Pro I Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing
13541.7 1 Design/Smooth Pro
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing
13541.8 1 Design/Smooth Pro
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing
Contact us
The state of Florida Is an WEED employer.
Certification Agency Certificate
FL13541 R9 C CAC NI011923.01-R4.odf
FL13541 R9 C CAC N1011923-R4.odf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 II A010836A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2747 SS 2014-09-26.odf
Created by Independent Third Party: Yes
Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque
Fiberglass Door
Certification Agency Certificate
FL13541 R9 C CAC N1011911.01-R4.Ddf
FL13541 R9 C CAC NI011911-R4.Ddf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541' R9 II A010837A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2748 SS 2014-09-26.Ddf
Created by Independent Third Party: Yes
Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed
Fiberglass Door
Certification Agency Certificate
FL13541 R9 C CAC NIOJ1912.01-R4.Ddf
FL13541 R9 C CAC N1011912-R4.Ddf
Quality Assurance Contract Expiration Date
03/30/2018
Installation Instructions
FL13541 R9 11 A010838A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R9 AE PER2749 SS 2014-09-26.Ddf
Crtated by Independent Third Party: Yes
Under Florida law, emai addresses are public records. U you do not want your a -mall address rebased In response to a publk-records request, do not send electronic
mall to this entIty. Instead, contact the office by phone or by traditional maLL D you have any questbnst, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Fbdlds statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emalladdress r they have
one. The emaai provided maybe used for official communkatlon with the licensee. However ental addresses are pubic record. C you do not wish to supply a personal
address, please provide the Department with an emall address which can be made avalbble to the pubic. To determine r you are a licensee under Chapter 455. F.S.,
Please -ick 111M.
Product Approval Accepts:
®®MM
-Car
Credit
3 of 3 9/5/2015 7:18 AM
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011912-R4
DATE: 03/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 09/28/2014
To verify that the "Notice of Product Certification" is valid, please visit www.NAM]Certification.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro"
3737 Lakeport Boulevard
Fiberglass Glazed In -Swing or Out -Swing
YJamath Falls, OR 97601
Side -Hinged Doors w/Glazed Sidelites
Configuration: OXXO
Glazing: Insulating Glass (Tempered)
IS Frame: W-3778mm(148.75") H-2081mm(81.93")
OS Frame: W-3778mm(148.75") H-2063mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION
PRODUCT RATING
ASTM E283 -04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Qualifies Configurations: 0XX/XX0/0XX0
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3918-02/NCTL-210-3924-02/NCTL-210-3925-
03 /S.T W 2013-195/SJW 2013 -241 /SJW 2013-242/SJ W 2013-208-TAS/SJW 2013-209-
TAS/SJW 2013-251 /SJ W2013-252/SJW2013-253/SJW 2014-032/NCTL-210-3930-
01 /NCTL-210-3930-02/SJW 2014-069/SJW 2014 -079/W -1665/W-1706
Expiration Date: March 30, 2018
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124/ Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011912.01-R4
03/19/2014
Structural
JELD-WEN
822-1
09/28/2014
To verify that the "Notice of Product Certification" is valid, please visit www.NAMlCertification.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro"
3737 Lakeport Boulevard
Fiberglass Glazed In -Swing or Out -Swing
Klamath Falls, OR 97601
Side -Hinged Doors w/Glazed Sidelites
Configuration: OXXO
Glazing: Insulating Glass (Tempered)
IS Frame: W-3778mm(148.75") H-2487mm(97.93")
OS Frame: W-3778mm(148.75") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION
PRODUCT RATING
ASTM E283 -04/E330-02
Design Pressure: +45/45 psf
TAS 202-94
Qualifies Configurations: OXX/XXO/OXXO
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-O1/NCTL-210-3918-02MCTL-210-3924-02/NCTL-210-3925-
03/SJW 2013-195/SJ W2013-241/SJW2013-242/SJW 2013-208-TAS/SJW2013-209-
TA S/SJW 2013-251 /SJW2013-252/SJW2013-253/SJW 2014-032/NCTL-210-3930-
O 1 /N CTL -210-3 93 0-02/SJW 2014-069/SJW 2014-079/ W -1665[w- 1706
Expiration Date: March 30, 2018
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124/ Fax: (804) 684-5122
/(/A\\
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338Dania 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 Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 2749
Current Florida Building Code
Method: 1— A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro /Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 12 -O"X 6'-8" (Nominal)
12'-0" X 8'-0" (Nominal)
Prepared For: `%0%1111i,1►1,,1�
JELD-WEN, inc. ���` SES F• O
3737 .Lakeport Blvd.
Klamath Falls, OR. 9760.1 � � \ ' .0
7
Prepared by:
Cr Z
Hermes F. Norero, P.E. T t
Florida Professional Engineer # 73778 �0'•
Dat Cont/encs/2014 '��'i�s'9/ONA1- �?G� `�`•
Evaluation Report Pages 1— 4 ��� f i l l ►���
Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E.
Reason: I am approving this document Florida No. 73778
Date: 2014.09.2615:13:32 -04'00'
//A\\) BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro / Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
12'-0" X 6'-8" (Nominal)
12'-0" X 8'-0" (Nominal)
Date: 09/22/2014
Report No: 2749
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL q 73778) for JELD-WEN inc.
based on Method la of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
Limits of Use:
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 International Building
Code, International Residential Code, and Florida Building Code.
See Installation Instructions A010838A, signed and sealed -by Hermes F. Norero, P.E. (FL g 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current International Building
Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excluding
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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010838A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010838A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
//A\\) BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Date: 09/22/2014
Report No: 2749
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute (FBC Organization # QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
• ASTM E330-02
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report #
Report Date:
NCTL-210-3918-01
10/04/13
S1 W 2013-195
09/16/13
NCTL-210-3924-02
12/18/13
SJW2013-241
12/03/13
SJW2013-242
12/03/13
SJ W 2013 -208 -TAS
11/13/13
SJW2013-209-TAS
11/13/13
SJW2013-251
12/23/13
SJW2013-252
12/23/13
SJW2013-253
12/23/13
NCTL-210-3925-03
02/07/14
NCTL-210-3918-02
10/12/13
SJW2014-032
04/22/14
NCTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
SJ W 2014-069
07/07/14
SJ W 2014-079
07/07/14
2. Product Testing performed by Quality Testing Inc.
(FBC Organization # TST7638)
Report # Report Date:
SJ W 2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization # QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
® A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Date: 09/22/2014
Report No: 2749
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 = 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 (AO10838A) for anchor spacing and more details of the installation
requirements.
Design Pressure:
CONFIGURATION
MAX. OVERALL
NOMINAL SIZE
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
FINGER -JOINTED PINE All OTHER MATERIALS
WIDTH
HEIGHT
INSWING OUTSWING INSWING OUTSWING
POS. NEG. POS. NEG. POS. NEG, POS. NEG.
O,XX,O
12'-0"
6'-8"
50'
S0
50' S0
50* SO
50'
50
NON -IMPACT
O,XX,O RADIUS
12'-0"
6'-8"
50'
50
5O* S0
SO* 50
SO'
50
NON -IMPACT
O,XX,O
12'-0"
8'-0"
45'
45
45' 45
4S; 45
45'
4S
NON -IMPACT
XX.O
90-0"
V-8"
50'
S0
50' 50
500 50
50'
50
NON -IMPACT
XX,O RADIUS
j 9'-0"
j V-8"
1 50'
50
50' 50
50* SO
50'
SO
NON -IMPACT'
XX,O
9'-0"
1 8'-0"
1 45•
45
45` 45
45• 45
45'
45
NON -IMPACT
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
jEL113rWEN
DESIGN PRO/ SMOOTH PRO FULL LITE
NON -IMPACT
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE ((BC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE
(FOC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ASTM E330-02
• ASTM EZ83-04
• AAMA 1304-02
• TAS 202.94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY OR ZX FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
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
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
6 FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BUNDS BETWEEN
GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON. RADIUS (SHAPED) UTES ARE QUALIFIED FOR 6'4' DOORS
AT OP •/-SO PSF ONLY.
7. NOTE. OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PSF.
FIXED SIDEUTE MEETS WATER INFILTRATION AT WTP OF 7.$ PSF REMAINING SILLS NOT RATED FOR WATER
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG
(OH) RATIO = OH LENGTH r OH HEIGHT IS 2 1.0
z
3
0
3/8' MAX. O.A.
W O
= l7 ACTIVE• ACTIVE
FIXED
031
2 �.
NOTES:
1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE.
2. SIDELITE MAY BE USED IN UEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS OA. DIMENSIONS ARE NOT SURPASSED.
MAX. OVERALL
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
B
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
ELEVATIONS
3
A
TYPICAL ANCHOR LAYOUTS AND NOTES
4
A
QUALIFIED CONFIGURATIONS & GLAZING DETAIL
S
A
OPTIONAL 2X BUCK ANCHORING DETAILS
6
A
VERTICAL ASSEMBLIES
7
A
HORIZONTAL ASSEMBLIES
8
A
WOOD SUBSTRATES '
9
A
CONCRETE SUBSTRATES
10
A
COMPONENTS & BILL OF MATERIALS
z
3
0
3/8' MAX. O.A.
W O
= l7 ACTIVE• ACTIVE
FIXED
031
2 �.
NOTES:
1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE.
2. SIDELITE MAY BE USED IN UEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS OA. DIMENSIONS ARE NOT SURPASSED.
'SEE GENERAL NOTE 7, 5HEET 1, FOR WATER INFILTRATION APPROVED 511.1.5.
PREPARED 4Y:
InIz\
BUILDING DROPS, INC.
swco•nw euauw.tn.sss
eANY4UOtw2ow
tw•In+Ima1t1
HAIL P9tP•t ntL
LU
MAX. OVERALL
V1
LU
s pp
P —
DESIGN PRESSURE (PSF)
a! wo N
r
O to Z
Y�
4rQLOU
NOMINAL SIZE
FINGER -JOINTED PINE
ALL OTHER MATERIALS
MISSILE
CONFIGURATION
\2 Q O
¢ >Z
J Q
`
Z
V J W
e
e
W Q Cr
IMPAR
e
W
INSWING
OUTSWING
INSWING
OUTSWING
RATING
WIDTH
HEIGHT
POS.
NEG.
POS. NEG.
POS. NEG,
POS.
NEG
O,)OLO
12'-0'
6'-8'
SO'
SO
SO' SO
SO' SO
SO'
SO
NON -IMPAR
O,XX,O RADIUS
12'-0'
6'$'
S0'
SO
SO' SO
SO' SO
SO'
SO
NON -IMPAR
011040
12'-0'
B'-0'
45'
45
45• 4S
4S' 45
45'
45
NON -IMPAR
XX,O
92'
6'$'
SO'
SO
50' SO
SO' SO
SO'
SO
NONIMPACT
1040 RADIUS
9'-0'
6'-8' 1
SO'
SO
SO' SO
SO' SO 1
SO'
SO
NON4mPACT
)IX,O
9'-0'
6'-0' 1
45'
45
1 4S' I 45
1 45' 4S 1
45'
1 4S
NON -IMPAR
'SEE GENERAL NOTE 7, 5HEET 1, FOR WATER INFILTRATION APPROVED 511.1.5.
PREPARED 4Y:
InIz\
BUILDING DROPS, INC.
swco•nw euauw.tn.sss
eANY4UOtw2ow
tw•In+Ima1t1
HAIL P9tP•t ntL
LU
V1
LU
s pp
P —
Z ~O
a! wo N
r
O to Z
Y�
4rQLOU
1. O VILU
ZZ Q W
\2 Q O
¢ >Z
J Q
`
Z
V J W
e
e
W Q Cr
Cl U ]
e
W
CL
►"f
F
1A44TA9202•94SUMvd 1 Set 109712/141
.%`��ES
nwu•r.> WlpteAnTr•O ton
IglbBy signed by Hennes F. Notem, P E
asom I am approving 1Mt document
ate: 2014.09261457:32 44'00•
DATE: 02,05,14
OWG. ft_ CHK. BY:
SSM JM I M5S
SCALE: NTS
owG. R: A010838A
SHEET: OF 10
1
nwu•r.> WlpteAnTr•O ton
IglbBy signed by Hennes F. Notem, P E
asom I am approving 1Mt document
ate: 2014.09261457:32 44'00•
DATE: 02,05,14
OWG. ft_ CHK. BY:
SSM JM I M5S
SCALE: NTS
owG. R: A010838A
SHEET: OF 10
1
Howl
TYP. ELEVATION 3
w..
n�
.u.u..s.mm
3/8' MAX. O.A WIDTH
148 3/4' MAX. O.A. WIOTI I
37 3/8'
FRAME—
, • TYP.
//n,,6.\\
r
DROPS, INC.
r
r
r
'
TYP.
,
DWG. K: A010838A
r
OFTO
r
m��
'
r
pz
�g
0
4l$
FIXED
O o
F
FIXED
9
0
` FXEC
3 =
ACTIVE
;
�Z
>
W
J
1''I
,
0?O
a
r
W
�
a
e
REMARKS
Howl
TYP. ELEVATION 3
w..
n�
.u.u..s.mm
3/8' MAX. O.A WIDTH
UZ.U5.14
//n,,6.\\
37 3/8'
DROPS, INC.
mcew Itvoasmm
FRAME
e E40KRJVN
'
TYP.
,
DWG. K: A010838A
r
OFTO
r
'
pz
�g
0
4l$
FIXED
O o
a
ACTIVE
0
T
2 W
�Z
>
W
TYP. ELEVATION 4
NOTES:
1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION 15 INTERCHANGEABLE.
2 SIOEUTE MAY SE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS OA DIMENSIONS ARE NOT SURPASSED.
_ FREPMEDIV
UZ.U5.14
//n,,6.\\
BUILDING
DROPS, INC.
mcew Itvoasmm
JM
e E40KRJVN
SCALE:
NTS
DWG. K: A010838A
. WAJIu E
OFTO
w" 6whowd-
�g
0
4l$
4t
a
0
T
�Z
>
W
J
1''I
e
a
�
W
�
a
e
REMARKS
BY rOA
IM OO, OYIMOIQ.,OYi D,1,
DATE'
UZ.U5.14
OWG. By.
CNK. BY:
SSM
JM
I MSS
SCALE:
NTS
DWG. K: A010838A
SWEET.
OFTO
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
SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING. AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR ZX STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR ZX BUCK
CONCRETE/MASONRYCONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF O SS.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSL
B. SEE SHEETS 6 AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
FOR QTY.
3• TYP.
146 3/4' MAX. O.A. WIDTHQ
-
xwu...
L 1 Y TYP.
3' TYP.
PREPARED 4Y
BUILDING DROPS, INC.
nP cane Iua aw.ne m
rroM.a�
6'S' DOORS
8'0' DOORS
ANCHOR TYPE
ANCHOR
SUBSTRATE
MIN.
MIN. EDGE
MRA• D.C.
R OF
MAIL O.C.
f OF
m
SIZE
EMBEDMENT
DISTANCE
SPACING AT
ANCHORS AT
SPACING AT
ANCHORS AT
•
IQ-•
J
JAMBS
HEAD/SILL
IAMBS
HEAD/SILL
lc/
UJ
`oA
CLUSTERS
CLUSTERS
WOOD SCREW
R10
2X WOOD SUCK
1.1/2•
3/4•
17-1/2'
4
17.1/4•
4
Z
OR FRAMING
0m}(
O= Q
N
\ /
N
ITW TAPCON
3/16'
CONCRETE/CMU
1.1/4•
2.1/T
17.1/2•
4
17.1/4•
4
ELCO ULTRACON
1/4'
CONCRETE/CMU
1.3/6'-CONC.
1 -1/4' -CMU
1'
17.1/2'
4
17.1/4•
4
fTW TAPCON
3/16•
CONCRETE/CMU
1.1/4'
1'
11•S/S'
6
14.3/6'
6
2.613X3•PFH 63
SCREW 14 C3 I- STRW RATE
KOPPE •1965M
NOTE:
INSERT PLUG
INTO BED OF
Fe � DETAIL C3
TYP. ASTRAGAL
INSERT PLUG WITH
DE1. COTTON $Noor 2- H % 2 1/I' Am MULTI -POINT
ASTMGALONIVWSERT PLUG COLT INSERT PWG � ' STRIK CATION
✓/ CTO. REINFORCEMENT PLATE (INSTALL IN SRLOONE BED INSWING ONLY)
UNDER REINFOR03FM PLATE)
4ANINSWING SILL SECTION VIEW
x5y{��
FOR QTY.
3• TYP.
146 3/4' MAX. O.A. WIDTHQ
-
xwu...
L 1 Y TYP.
3' TYP.
PREPARED 4Y
BUILDING DROPS, INC.
nP cane Iua aw.ne m
rroM.a�
m tom
x-
F.
nqW
\x
m
0
0
•
.$
•V W
F
•
IQ-•
J
1
o
•
lc/
UJ
`oA
3Zd
•
i
Z
Ya
0m}(
O= Q
N
\ /
N
F
♦ ♦
♦
a
..
Z
OZ
O
FI%EO ACME INACTIVE
FIKEO
_ -
_
- _
>-
"
..
e
Al
IYP.ANCHORLAYOUT
I
33TYPP A7
ac
°
03
.:i.i�mr
07
N
O
1113/6' MAX. O.A. WIO
p
U
Z
i
°
i
3' TYP
1 1 2' TYP.
TYP.
Q
1 QTY
13'
to
III a
Iz
_3"TYP'
I
a 3• TYP.
03 TYP. ANCHOR LAYOUT 03
.fflO �.
NOTES.
IINACME AND ACME DOOR PANEL ORIENTATION IS INTERCHANGEABLE
2. SIOEUTE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED.
S h%l•rFN 1. TOP ASTRAGAL
SCREW F3 I. PPE # RATE STRIKE PLATE H STRIKE PLATE
SILICONE mmmwq HOPPE /20NB45 I- XS X 3• PFH HOPPE P1965OW
SCREWS
DETAIL F3 DETAIL 13
TYP. ASTRAGAL/ DETAIL H3 TYP. TOP ASTRAGAL/
MULT140INT Typ, OP TRAGAL MULTI -POINT ST111KE
K OGTION ONLY STRIKE PLATE H LOCATION
LOCATION
DETAIL E3 t. ASTRAGAL ALLY ~ 49 % I U2' Frll 2.49 X 2 1/2• PFH
ASTRAGAL�STRIKE STRIKE PLATE rfilSOtElvS SCREWS
PLATE FROM
HARDWARE KIT /b-,OUTSWING SILL SECTION VIEW HEAD SECTION VIEW
m
DATE: UZ.U5.14
DWG. By. CHK. BY:
SSM JM I MSS
SCALE: NTS
OwG. R: A010838A
u�
0
—�—
I--r
m tom
x-
0
0
•
zd x
NO <031
•
f
1
♦�.
lc/
to
III a
Iz
_3"TYP'
I
a 3• TYP.
03 TYP. ANCHOR LAYOUT 03
.fflO �.
NOTES.
IINACME AND ACME DOOR PANEL ORIENTATION IS INTERCHANGEABLE
2. SIOEUTE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED.
S h%l•rFN 1. TOP ASTRAGAL
SCREW F3 I. PPE # RATE STRIKE PLATE H STRIKE PLATE
SILICONE mmmwq HOPPE /20NB45 I- XS X 3• PFH HOPPE P1965OW
SCREWS
DETAIL F3 DETAIL 13
TYP. ASTRAGAL/ DETAIL H3 TYP. TOP ASTRAGAL/
MULT140INT Typ, OP TRAGAL MULTI -POINT ST111KE
K OGTION ONLY STRIKE PLATE H LOCATION
LOCATION
DETAIL E3 t. ASTRAGAL ALLY ~ 49 % I U2' Frll 2.49 X 2 1/2• PFH
ASTRAGAL�STRIKE STRIKE PLATE rfilSOtElvS SCREWS
PLATE FROM
HARDWARE KIT /b-,OUTSWING SILL SECTION VIEW HEAD SECTION VIEW
m
DATE: UZ.U5.14
DWG. By. CHK. BY:
SSM JM I MSS
SCALE: NTS
OwG. R: A010838A
u�
0
O XX O ELEVATION
rIM 1'ImN1U
NOTES,
T-11—AlkCTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE.
2. SIDELITE MAYBE USED IN UEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED.
1" MAX.
1' MAIL
3/4' AIRSPACE
.
INTER"
Z
14
1/e' TEMPERED GLASS
i
W
°P
M
SILICONE
1/e' TEMPERED GLASS w
BUTYL
IXTERKIR
im
N
SIUCONE m
•
L il
I.,LL U'
1
u\
IN ALL GLAZING DETAILS SHOWN ABOVE.
/
cr
;
1
LL /i
I
O XX O ELEVATION
rIM 1'ImN1U
NOTES,
T-11—AlkCTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE.
2. SIDELITE MAYBE USED IN UEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED.
1" MAX.
1' MAIL
3/4' AIRSPACE
.
INTER"
Z
14
1/e' TEMPERED GLASS
i
W
°P
M
SILICONE
1/e' TEMPERED GLASS w
BUTYL
IXTERKIR
6'-8" GLAZING DETAIL
O XX O ELEVATION
wM rr mono
O XX ELEVATION
wlM.Vm
MAX.
X3/4' AIRSPACE
1a
T -1A1' TEMPERED GLASS
SILICONE
�evTVL
EKTERgR
1' MAIL
8'-0" GLAZING DETAIL
3/4' AIRSPACE
umto
14
W
eRFNOR
Z t
1/e' TEMPERED GLASS w
�m
im
N
SIUCONE m
•
L il
I.,LL U'
1
O XX ELEVATION
wlM.Vm
MAX.
X3/4' AIRSPACE
1a
T -1A1' TEMPERED GLASS
SILICONE
�evTVL
EKTERgR
'31 XX,O ELEVATION
rmllrrmam
1' MAIL
8'-0" GLAZING DETAIL
3/4' AIRSPACE
umto
14
W
eRFNOR
Z t
1/e' TEMPERED GLASS w
�m
im
N
SIUCONE m
•
BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL
I.,LL U'
WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED
u\
IN ALL GLAZING DETAILS SHOWN ABOVE.
/
cr
;
1
'31 XX,O ELEVATION
rmllrrmam
O XX ELEVATION
wM M.NKM
1' MAIL
8'-0" GLAZING DETAIL
3/4' AIRSPACE
umto
14
W
eRFNOR
Z t
1/e' TEMPERED GLASS w
�m
im
N
SIUCONE m
•
BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL
I.,LL U'
WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED
u\
IN ALL GLAZING DETAILS SHOWN ABOVE.
/
O XX ELEVATION
wM M.NKM
20p....,
1' MAIL
8'-0" GLAZING DETAIL
3/4' AIRSPACE
umto
14
W
eRFNOR
Z t
1/e' TEMPERED GLASS w
�m
im
N
SIUCONE m
OZ 0 Z
BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL
I.,LL U'
WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED
Lm
IN ALL GLAZING DETAILS SHOWN ABOVE.
t
a
20p....,
1' MAIL
8'-0" GLAZING DETAIL
3/4' AIRSPACE
umto
14
W
eRFNOR
Z t
1/e' TEMPERED GLASS w
�m
im
N
SIUCONE m
20p....,
'. A 21
8'-0" GLAZING DETAIL
FWSH GLAZE DETAIL
4 rl Vr•raL 010. Win
tI r/p rY.OlOr•M
n ur IOLor.o.lorlr
n rN• Io1. sro.Im11 .
g
NOTE:
l7
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BUNDS
OZ 0 Z
BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL
I.,LL U'
WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED
W lL
IN ALL GLAZING DETAILS SHOWN ABOVE.
t
a
cr
XX,O ELEVATION
wnM I.
MAX
X3/4' AIRSPACE
14
T Ue' TEMPERED GLASS
�r—SIUCONE
BUTYL
IXIERKM
GLAZING DETAIL
w I wrL tuwYor, uP now r°r1
amwm�rw/•a.ra°r
0
81.1I1,01NG DROPS, INC.
MLglNrf KVQ MM
a—foam nm
- "s -a MN
tiWAP—al
WLP.w`b.mftd s"
.0
7
"s P'• TT �.
Oma•'•. � P•• �
//irL eLA(RRPItW�1,�r `,`
d1W 4106 0.Iw1
rrrwr.>�Inlonno+w rr1.
DATE: 02.05.14
DWG. or._ CHK. BY:
SSM JM M55
SCALE: NTS
DwG. B: A010838A
SHEET: OF10
4
J N
`o^'
p O
-03
g
s
l7
OZ 0 Z
ye U
I.,LL U'
°
W lL
� J
Q
t
a
cr
;
REMARKS
I BY I DATE
.0
7
"s P'• TT �.
Oma•'•. � P•• �
//irL eLA(RRPItW�1,�r `,`
d1W 4106 0.Iw1
rrrwr.>�Inlonno+w rr1.
DATE: 02.05.14
DWG. or._ CHK. BY:
SSM JM M55
SCALE: NTS
DwG. B: A010838A
SHEET: OF10
4
4 1/2• TYP.
41/2 TYP.
4 U2• TYP. 4 U2' TYP Z
1 1/2- OFFSET TYP.
7
1 1/2.OFFSET TYP FN
1 1/2- OFFSET TYP. 11/2' OFFSET TYP.
I
I I I
I I
3
I I I I I 3
1I
MIN. EDGE
MIN. CENTER
ANCHOR TYPE
SUBSTRATE
EMBEDMENT
DIST. TO
SUBSTRATE
m
MAX. D.C.
MAX. O.C.
W
I I W
SPACING AT
Q:
IAMBS
IAMBS
TTW TAPCON 1/4'
CONCRETE/CMU
1.1/4'
2.1/2'
4•
TY P.ANCHORLAYOUT
npiu.uwnam�omtlrroiar
361/4•
ELCO ULTMCON 1/4•
TY P. ANCHOR LAYOUT
rrowiuwureapn.Tayos.
1 1/4' MIN. EMBED TYP.
z
o SEE TABLE
V G
Q
_Z Z
i u� f
W O
2X WOOD BUCK 2X BUCK C
ANCCHORHOR PER BUCCKK ANCHOR TABLE
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL
ermrcmY .avaa
NOTES.
1 2X BUCK IS NOT FOR INSTALLATION AT SILL. THRESHOLD SHALL BE FASTENED
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3.
2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/S.
PREPAREDRY.
1(k
BUILDING DROPS, INC.
NIi.*--- KVQo VL01
a WAGLRJr
R.momwn
.,caNr...n.
.rt.....ra.a�.rs.
P y.
j r0vT�A
oVf 0
� Y J
�a f)Q
m�
$2 N�
oz az
y Z LL
4 0o
au
N Z
C1 Q r
e
REMARKS I BYDA'
��•'
ESF
2X BUCK ANCHOR TABLE
7
*
C�• DOORS
SVI DOORS
ASCD"
MIN. EDGE
MIN. CENTER
ANCHOR TYPE
SUBSTRATE
EMBEDMENT
DIST. TO
SUBSTRATE
TO CENTER
DISTANCE
MAX. D.C.
MAX. O.C.
SPACING AT
SPACING AT
IAMBS
IAMBS
TTW TAPCON 1/4'
CONCRETE/CMU
1.1/4'
2.1/2'
4•
25•
361/4•
ELCO ULTMCON 1/4•
CONCRETE/CMU
1.3/R' • CONC.1.
1.1/4• . CMV
4'
is,
361/4'
PREPAREDRY.
1(k
BUILDING DROPS, INC.
NIi.*--- KVQo VL01
a WAGLRJr
R.momwn
.,caNr...n.
.rt.....ra.a�.rs.
P y.
j r0vT�A
oVf 0
� Y J
�a f)Q
m�
$2 N�
oz az
y Z LL
4 0o
au
N Z
C1 Q r
e
REMARKS I BYDA'
��•'
ESF
7
*
eur
DATE: OZ.05.14
DWG. BY. CHK. BY:
SSM JM I MSS
SCALE: NTS
owG. K: A010838A
SHEET: OF 10
L�
1 OPERABLE HEAD
6 OUTSWING SHOWN• INSWING SIM0.AR
NN R 2.1/2' PFH
6- FROM CORNERS,
ONE AT MIOSPAN
3
INTOWN Daum1
2 SIDELITE HEAD
6 OUTSWING SHOWN • INSWING SIMILAR
86 X 2.1/2• PFH
8 6• FROM CORNERS,
ONE AT MIOSPAN
NRERpl1 ./ E)MRJOR 1 (NTEWR OOEROR
5
3
19
4 OPERABLE SILL 5 SIDELITE SILL
6 OUTSWING 6 OUTSWING SHOWN • INSWING SIMIEAR
AFCO 1-2297
8 �
7 INIEIINR f1f1EI1pR �``,`,���5 F' O• �''i�
i7l ��• Po
OPERABLE SILL S ••• .E�G%
6
OUTSWING WL � �A1d.�i�`ir
OFTIONAL AFCO H-497 nrim umO1wc m o rin
DATE:
7M
SCALE: N j
OwG. N: A010838A
SHEET: OF10
6
_ PREPARED GY
1(k
BUILDING DROPS, INC.
rICO -tl RW. fn.W
OY Kftuw
mnsgnr m
wcNHVu ar
.I
J P N
O •L ��1(j
EXTERIOR V71EIIpR
O W
yt5
LL ^ e
4 -(•
of
and
O
02 LU
oz
4
�ji
Z:
� F
e
OPERABLE SILL
o >
6 INSWING
ENOURA ZAIL456SF
t
8 �
7 INIEIINR f1f1EI1pR �``,`,���5 F' O• �''i�
i7l ��• Po
OPERABLE SILL S ••• .E�G%
6
OUTSWING WL � �A1d.�i�`ir
OFTIONAL AFCO H-497 nrim umO1wc m o rin
DATE:
7M
SCALE: N j
OwG. N: A010838A
SHEET: OF10
6
22
A7 NfER1pR
/EXrteKIR
��
APPLY OAP ALEX PLUS SIUCONE
= I l
APPLY OAP ALEX PLUS SIUCONE f
i
OR EQUIV. ADHESIVE SEALANT
2
OR EQUIV. ADHESIVE SEALANT
T
%/%
INIE11
1/2' PFH
%
MULLING
MULLING
=
:6FROM
RS,
\
O.C. TYP.
/ \.
AT EACH MULUON.
AT EACH MULLION.
�\
6- FROM CORNERS,
\
6' FROM CORNERS,
1 MEETING STILE AT ASTRAGAL 2 FIXED JAMB
7 OUTSWINGSHOWN -INSWINGSIMILAR OUTSWINGSHOWN - INSWING SIMILAR
1.49 X 2.1/2' PHILUPS
FLATHEAD WOOD SCREY_
=17V-117 FLATHEAD
X 3/4' PHILLIPS
Ex1ENo1�
FLATHEAD WOOD SCREW
0.119 PHILLIPS FLATHEAD W
USE 3/4' LENGTH FOR 6'-r DOORS
USE 1' LENGTH FOR 8'-0' DOORS
3 HINGE JAMB
7 OUTSWINGSHOWN - INSWING SIMIULR
=
APPLY OAP ALEX PLUS SIUCONE
= I l
APPLY OAP ALEX PLUS SIUCONE f
i
OR EQUIV. ADHESIVE SEALANT
2
OR EQUIV. ADHESIVE SEALANT
T
BETWEEN IAMBS BEFORE
'"
BETWEEN IAMBS BEFORE
PLACE R9 % 2.1/2' PFH SCREW
MULLING
\\•. •
MULLING
=
RB X 2' PFH SCREW
08 X 3' PFH SCREW
AT EACH MULUON.
AT EACH MULLION.
�\
6- FROM CORNERS,
\
6' FROM CORNERS,
10 1/2' O.C. TYP.
\ %
14 1/2' O.C. TYP
IAMB MATERIAL
IAMB MATERIAL:
FINGER JOINT WOOD
%
FINGER JOINT WOOD,
OR SOLID WOOD
SOLO WOOD, OR LVL
1.50'
1
0.75'
2.15'
q BACK—TO—BACK JAMB
7 NO MULLION REINFORCEMENT
3.83X2'PFH
1- MULTI -PT LOCK STRIKE PLATE
AT ASTRAGAL
APPLY OAP ALEX PLUS SILICONE
OR EQUN. ADHESIVE SEALANT
BETWEEN IAMBS BEFORE
MULUNG
T08 X 3' PFH SCREW
AT EACH MULLION.
6- FROM CORNERS,
14 1/2.O.C. TYP.
-)AMB MATERIAL
FINGER JOINT WOOD,
SOUO WOOD, LVt,
OR COMPOSITE
—4 1.50'
— 3.00' —
HINGE SCHEDULE
DOOR HEIGHT QUANTITY
4
(I)BACK-TO-BACK JAMB 6 BACK-TO—BACK JAMB 7 INTEGRAL MULLION
LX MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'6" AND 6'0' UNITS
DETAIL A7
HOPPE MULTI -PT LOCK
FASTENING
NOTE:
ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE
4.88 X 13/6' PFH TO BE PONDEROSA PINE (MIN. S G " 0.45) OR GREATER.
I - REINFORCEMENT PLATE
HOPPE 82512296
13.88 % 13/3' PF"
(6.8 UNITS)
("UN�Tsi/°-PFH POP HOPPE MULTI -POINT LOCK
COMES WITH HARDWARE REINFORCEMENT PLATE - ACTIVE PANEL ONLY
Lu
PREPAREO SY
O"R
1(k
N
BUILDING DROPS, INC.
2
MLWMY QY0.sm L/
T
O z
4
HINGE DETAIL AT IAMB:
r"~�
PLACE R9 % 2.1/2' PFH SCREW
�YC VMIw X11/
NEXT TO WEATHERSTRIP
O
HINGE SCHEDULE
DOOR HEIGHT QUANTITY
4
(I)BACK-TO-BACK JAMB 6 BACK-TO—BACK JAMB 7 INTEGRAL MULLION
LX MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'6" AND 6'0' UNITS
DETAIL A7
HOPPE MULTI -PT LOCK
FASTENING
NOTE:
ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE
4.88 X 13/6' PFH TO BE PONDEROSA PINE (MIN. S G " 0.45) OR GREATER.
I - REINFORCEMENT PLATE
HOPPE 82512296
13.88 % 13/3' PF"
(6.8 UNITS)
("UN�Tsi/°-PFH POP HOPPE MULTI -POINT LOCK
COMES WITH HARDWARE REINFORCEMENT PLATE - ACTIVE PANEL ONLY
Lu
W
m
O"R
oI�
4
N
Y
2
J
T
O z
4
<
Z
ze
to
O
e
O
=
F
a
F.
7
"m
DATE: Qz,05.14
OWG. BY. CHK. BY:
SSM JM I MSS
SCALE: NTS
owG. e: A010838A
7
MIN.
EDGE 01ST.
SEE TABLE SHEET 3
s
W J 2x WOOD Buri
is
ID
fN
WOOD ANCHOR
SEE TABLE ON SHEET 3
HEAD (TYPICAL)
J OUTSWINGSHOWN- INSWINGSIMILAR
ZX WOOD SUCK
t
WOOD ANGOR
SEE TABLE ON SHEET 3
V/d
a>
o.2s•
MAL
SHIM
MIN EMBED.
SEE TABLE SHEET 3
JAMB (TYPICAL)
f; / OUTSWINGSHOWN - INSWING SIMILAR
WOOD ANCHOR
SEE TABLE ON SHEET 3
MIN
EDGE DIST.
SEE TABLE SHEET 3
�3 OPERABLE SILL
INSWING
ENOURA ZAILOSGSF
*SEE
ANCHOR a WOOD ANCHOR
LE ON SHEET 3SEE TABLE ON SHEET 3
SILICONE19
SIUCONIE
'iulz
2x WOOD BUCC2X WOOD BUCK N I F N
MIN
EDGE DIST.
SEE TABLE SHEET 3
q OPERABLE SILL
8 OUTSWING
AFCO 3.2297
C> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
MIN.
EDGE 01ST.
SEE TABLE SHEET 3
SIDELITE SILL
f; / OUTSWINGSHOWN - INSWING SIMILAR
W�
g
sW
2X WOOD BUCK
WOOD ANCHOR
SEE TABLE ON SHEET 3
MIN.
EDGE 01ST.
SEE TABLE SNEET 3
OPERABLE SILL
8 HIGH BUMP OUTSWING
AFCO H-497
2x WOOD SUCK
_ PAEPAREDBY. '
l
BUILDING DROPS, INC.
if 1.
WuK paws L
m KmclkkIIm1
. MAP".'$
weR°gw s1ti
vrlP w.lrAaYwsn
Lu
O
OZ
0
p2
Z
°
i
0
°
v
0
°
W
Q
a
i
i=
REMARKS
I BY 107
Wd MU*Ptt.sk ARYAe GL bM
F. O
_*
7
�ipO�. ............... c14U
rwart aumaR�m+ro Cas
DATE: 02.05.14
OWG. BY:- CHK. BY:
SSM 1M MSS
SCALE: NTS
owG. S: A010838A
SHEET: OF TO
PREPARED BY:
11n*\\
BUILDING DROPS, INC.
'
sw � trRwaup aw. sn_ qa
MNM►(�D10.11m1
la'ASINf►I.N
ti AMAY rrN
w(a.ww
MIN
lx W000 BUCK
^1
y�
EDGE DIST.
TABLE SHEET 3
g.-F)777—
•.,••
(OPTIONAL)
OR
CONCRETE ANCHOR
SILICONE
zSEE
QSEE
nxSe.
«Wr
TABLE ON SHEET 3
sowS
lit
i
CONCRETE ANCHOR
Cap2
Nt
SEE TABLE ON SHEET 3
r�.
ZMASONR�
.
BY OTHERS
.
/.
G
uC
ii
dO4-J+
W
N'Fy
Lx WOOD SLICK
(OPTIONAL)
/
CONCRETE/
WN
e
,g2
1
0.25'
MASONRY
W Z
ED•!
MAX
MIN BY OTHERS
O
a
• •
SHIM
EDGE NIST.
CONCRETE ANCHOR
'
SEE TABLE SHEET 3
x
SEE TABLE ON SHEET 3
CONCRETE/MASONRY BY OTHERS
MIN EMBED.
SEE TABLE SHEET
t
HEAD (TYPICAL)
JAMB (TYPICAL)
3
OPERABLE SILL
9 OUTSWING SHOWN -INSWING SIMILAR
9
OUTSWING SHOWN INSWING SIMILAR
9
INSWINGAdd
REMARKS BY DATE
MVIWL Lana Rm&A Gl L—
ENOURA ZAIL4565F
.5
Gi CONCRETE ANCHOR
CONCRETE ANCHOR
..� you .qr w wrwwRu w woU o. wrt
yAleary+autlassrra tuRoow osns. we
ar(YIpd MYlOryaaa011yagall0
rMocsmae wraumra.e
SEE TABLE ON SHEET 3
SEE TABLE ON SHEET 3
\`��s F.
CONCRETE ANCHOR
SEE TABLE ON SHEET 3
�•
\\ \� 19
SILICONE
• F,p ���
\ \\\ \\ SILICONE
`���lV�, •
•r O
OSILICONE
IZ
O
O
�'K}4.
.
_ 7
da
`
�•., •
F
CONCRETE/
Si ,~u
CONCRETE/
s
CONCRETE/
�AO,n ( p': �/�
MASONRY
OBY
:9
BYTTHNER
BOTHERS
BSONRY
BTHERS S
O I NOfMPgE�L���IG 11
MINMIN
MW
rr wosallaw
EDGE DIST
EDGE DIST.
EDGE 01ST.
'als c'cor •vyolwroRo IrsrR
SEE TABLE SHEET 3
SEE TABLE SHEET 3
SEE TABLE SHEET 3
4 OPERABLE SILL
SIDELITE SILL
7
OPERABLE SILL
9 OUTSWING
9
OUTSWINGSHOWN • INSWING SIMI
9
HIGH BUMP OUTSWING
DATE: 02.05.14
AFCO 1.2297
AFCO H497
DWG. B :
CHK. BY:
SSM JM
MSS
SLE: NTS
OwG. N: A010838A
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 10
SECTION OF HEAD ON IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
OFRAME HEAD/JAMBSINTEGRAL MULLION
VARIES, SEE BOM AT LEFT 2 LAMINATED VENEER LUMBER
4.563' �I
17 HOPPE MULT-POINT LOCK
0
o ®®
HANOLE tl .
'f b HEIGHT G
ei ® O
3
as O Qo
0 °
� 0 1•
b
0
T
F -j
063' ---
OENDURA ZAIL4565F THRESHOLD 5 AFCO J-2297 THRESHOLD
C�
4.S6'
OAFCO H-497 THRESHOLD
'1---T 4.62'
PRE►AREO IV:
l
BUILDING DROPS, INC.
MIL Oulu NA01 OLM M 7M
Oulu 04CR R 17001
M�py.IM►MM
1ALNS1nM A1L
vg0V�7w M�ON...ew
BILL OF MATERIALS
ITEMS
DESCRIPTION
MATERIAL
1
FRAME HEAD/IAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
INTEGRAL MULL
LAMINATED VENEER
LUMBER
3
SIDEUTE STOP
WOOD
4
ENOURA ZAIL456SF THRESHOLD
-
S
AFCO 1-2297 THRESHOLD
6
(NOT USED)
-
7
AFCO H-497 THRESHOLD
-
B
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
9
NON -COMPRESSION SHIM (0.2S- MAX THK.)
COMPOSITE
10
ZX WOOD ($.G. MUST BE O.SS OR GREATER)
WOOD
11
IX WOOD (S.G. MUST BE O.SS OR GREATER)
WOOD
12
SIO WOOD INSTALLATION SCREW W/ 11/2- MIN. EMBEDMENT
STEEL
13
CONCJCMU ANCHOR (SEE ANCHOR TABLE SHEETS 3 & S)
STEEL
14
1' O.A. IG TEMPERED NONIMPACT GLASS
-
15
KWIKSET LOCK SERIES 400
STEEL
16
KWIKSET DEAOBOLT SERIES 730
STEEL
17
HOPPE MUU-POINT HARDWARE HLS9000
(SEE SHEET 3 FOR HARDWARE AND FASTENING DETAILS)
STEEL
is
(NOT USED)
-
19
PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL
WOOD
20
OOL UPUTE KIT (NI)
PLASTIC
21
FLUSH GLAZING LEG
FIBERGLASS
22
ASTRAGAL. ENOURA ULTIMATE HURRICANE
(SEE SHEET 3 FOR HARDWARE AND FASTENING OETAILS)
ALUMINUM
23
OOL UPLITE KIT (RADIUS LITES)
PLASTIC
24
BUTT HINGE (SEE SCHEDULE SHEET 7)
STEEL
OFRAME HEAD/JAMBSINTEGRAL MULLION
VARIES, SEE BOM AT LEFT 2 LAMINATED VENEER LUMBER
4.563' �I
17 HOPPE MULT-POINT LOCK
0
o ®®
HANOLE tl .
'f b HEIGHT G
ei ® O
3
as O Qo
0 °
� 0 1•
b
0
T
F -j
063' ---
OENDURA ZAIL4565F THRESHOLD 5 AFCO J-2297 THRESHOLD
C�
4.S6'
OAFCO H-497 THRESHOLD
'1---T 4.62'
PRE►AREO IV:
l
BUILDING DROPS, INC.
MIL Oulu NA01 OLM M 7M
Oulu 04CR R 17001
M�py.IM►MM
1ALNS1nM A1L
vg0V�7w M�ON...ew
J
0 a N
j H
Fp1�
Q
O
Wj=t
2 co
�2 p
o a
e
� N
H
e
�
W Z
Cl W
Z
r
e
0
CLA
y 0
EAdd AO4d-R led a AadMnW OL Wn3/ld
DATE:
IS511i1hjm I" MSS I
SCALE: N 1 5
owG. S: A010838A
SHEET. OF10
10
REQUIRED INSPECTION SEQUENCE
DP# tG . 3ongg Address:
BUILDING PERMIT
NUn Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min I Max 7insDection Description -
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
7in Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
1VIin Max Inspection Description
Gas Underground
Gas Rough
Gas Final