HomeMy WebLinkAbout16-17360 - CITY OF ZEPHYRHILLS
,- _ _� 5335-8TH STREEf
(813)780-0020 1736�'
BUILDING PERMIT .�
PERMIT.INFORMATION LOCATION INFORMATION �
Permit Number: 17360 Address: 5904 19TH ST
Permit Type: ADDITION/ALTERATION . ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-04600-0035
Improv. Cost: 4,781.00 OWNER INFORMATION
Date Issued: 5/18/2016 Name: DILLINGER MARK A JR
Total Fees: 90.00 Address: 5904 19TH ST '
Amount Paid: 90.00 ZEPHYRHILLS FL 33542-3814
Date Paid: 5/18/2016 Phone: 352-467-0459
Work Desc: REPLACEMENT 6 WINDOWS & 1 DOOR S/S
CONTRACTOR S APPLICATION FEES
PELLA WINDOWS & DOORS BUILDING FEE 90.00
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Ins ections Re uired. -
FO TER 2ND ROU PLUMB MISC I SULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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, state agencies or federal agencies. '
"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."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRAC R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
' PROTECT CARD FROM WEATHER
a�saso-oozo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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Date Received � ��—` Phone Contact for Pertnittin O/J "[�17 "'�—(_I��I
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Owners Name /q ��LG�N(S Owner Phone Number r7S�: '7�i7. �y�
Owners Address S7� �9��� S7 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS ,J � / �H ST. LOT# �
SUBDIVISION PARCEL ID# � �2�0".2�'����'Qy�j�(,�00,3�
(OBTAINED FROM PROPERTY TA%NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR �/�,vODt.� /nno2 rQ�P`.
PROPOSED USE Q� SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FR,4ME � STEEL Q
DESCRIPTION OF WORK ��L�Gf- W���v Y� I � SI 2!„f SI Z�
BUILDING SIZE SQ FOOTAGE� HEIGHT �
YI"ITTI"ITTTrTI"1'TITPrrI"r1�ITTrT1'TTTTrTI"ITTTrTTf�TTrTTr
Q�BUILDING $ �p/ � VALUATION OF TOTAL CONSTRUCTION
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QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ � ^ � /t_�
1� �� ��vl,('J
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���r
�GAS Q ROOFING Q SPECIALN Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
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BUILDER COMPANY GCLQ yv)�JVW¢���^`'�
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address � • ���1 �- � License# C� C��w7(�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# '
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address ' License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
Illllllllllllllllllllllllitllllllllllllllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days aker submiltal date. Requlred onsile,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanilary Facilities&1 dumpster;Site Work Permil for subdivisiansAarge projects
COMMERCIAL Altach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permil tor new consWction. �
Minimum ten(10)working days after submiltal date. Required onsite,Consttuction Plans,Slormwater Plans w/Silt Fence inslalled, �
Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance �
SIGN PERMIT Altach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW conslruction.
Directions:•
Fill out applicalion completely �
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
•• Agent(for the conVactor)or Power of Attomey(for the owner)vrould be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Senrice Upgrades A/C Fences(PIoUSurvey/Footage) �
Driveways-Not over Counler if on public roadways..needs ROW .
� � �i ,NOTICE fJF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
�which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they wili be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
, fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
' certify that I, the appiicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all the information in this application is accurate and that all work
will be done in compliance with ail applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmerit agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
i understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 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 any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
i the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO OPERTY. IF YOU INTEND TO OBTAIN FIN NSULT
WITH YOUR LENDER OR AN ATTO O E CORDING YOUR NOTICE C E T.�
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
S b�cribed �n swom to(or affirmed)before me this Su sc' e and sworn to( affirmed)before me this
���h�'af br /r1<9/I?�/✓ Sr'E�2Wn!!'i ����by��y �in/ S7dYlv�✓�
o is/ e personaliy known to me or hasfiave produced o is! re personally known to me or has/have produced
as idenlification. as identification.
Notary Public Nolary Public
Commission o. Commission No.
��B Name of Notary ed "�°
"�""°'� JOHN H CHRISTIANSON `"'��""' JOHN H CHRISTIANSON
`��`�1FPY e`�- `��`�0.Y YUB�i'i
�* ;_ Commission #FF 184388 _ Commission #FF 184388
:r , My Commission Ex ires =���� My Commission Expires
�`'�%,°;;;,;�'� December 18, 2018 ''��i�OFFI�A�'� December 18, 2016 _
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A � I IIIIII II�II I�III IIIII�IIII IIIII II�I�IIIII ill�l II�I�IIII I��I
201607341�i
- �---- -- -
PermitNum ber Rcpt:177017� Rec: 10.00
Parcel ID Numberf�_2(O-o?l-dD/D-0�lGao-�o3S DS: 0.00 IT: 0.00
05/11/2016 PC. M. , Dpty Clerk
PRULR S 0'NEIL,Fh D PRSCO CLERK & COMPTROLLER
05/11�2016 �1g1:06am 1 ogf 1
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NOTICE OF COMMEiVCEMEN�
State of Florida
County of ��s�
The undersigned hereby gives notice that the improvement(s) 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)
address ,�904/ /°/ � ST ��(�//9�i4/,fi[.Lj' FG 33ryz
Legal Description ZN PBl P6.rLJ S Zo FT oe� c� %a oF �aT3 g�p/ �/z or G�% y ��/(n FT vF
�/ '/Z o�Go�s' 3u< y� ok 9 2�/ pG s�'r�
2. General description of improvement(s)
fn//a/lJOttif ��oo� /�1r7'w.FCGr�+�-sJT
3. Owner Information
Name/�/a�4/� ,h1 GL�/�G''� Phone&Fax Number 3�Z- y67-oySq
Address5$D`f /9tti ST 2�/�f�{��/�iLG-f' �2 33Syy
Interest in Property ��✓/��
4. Fee Simple T'tle Holder(if other than owner shown above)
Name Phone&Fax Number
Address
5. Contractor
Name ��� In�ll�v(N.f °� ��a�f Phone&Fax Number �/07`��!��(oOL�
Address �SU Si n(-0 �f3+�/ l,�} l�r(�,WDoO �t. 3a?Sv
,' 6. Surety(if any)
/ NameN�A Phone&Fax Number
� AddressNlA "
7. Lender(if any) \
NameN�A Phone&Fax Number
Add ressN/A
8. Persons with the State of Florida designated by Owner upon who notices or other documents may be served as
provided by 713.13(1)(a)7, Florida Statutes.
Name Phone&Fax Number
Address
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in
713.13(1)(b), Florida 5tatutes.
Name Phone&Fax Number
Address
10. Expiration date of IVotice of Commencement (the expiration date is one year from the date of recording unless a
different date is specified:
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWMER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 OIU THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
OF COMMENCE ,,�y
11. �'� — .l'�,/,]-,IQi� .�/ LLif�GL'�
_ _ _ Signatur .of_Ow ers or wners Authorized Officer/Director/Partner/Manager Print Name - "
- - - /yjAae/�
Sworn to(or affirmed) Scribed before me this�day of�2�L ,20 /� by �/LL//✓�'�' as
(�lv,s2,t,� (type of authority, e.g. officer, trustee, attorney in fact) for S�� (name of party on
behalf of whom instrument was executed. personally known to me or produced
as identification.
�: —
�"'�o°'- JOFlN H CHRISTIANSON
r°�R °-�"
' Commission ;# FF 184388
(Seal) _` ,'� �= Nly Commission Expiros
Si na ry fNo ary '' ��T' D.ecember 1 8, 201 U
/� ��OF fiD4`��
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Na (print) "���'�"�
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Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare at I have rea -the foregoing and
that the facts stated are true to the best of my knowledge and belief. � .
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Signat ry of urel on Signing(in line N11)Above
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THIS IS TO CERTiFY THAT THE FOREGOING IS A � �''���� ���` .•�••�,� � �
�cv,. u. �.a:``�il�' '� a
TRUE AND C0� "��� :"'4'�'�i �'
RRECT COPY OF THE DOCUMENT -,�; �.��=�., t- '�;�,, °�� ��
ON FILE 0?OF PUBLIC RECQRD tN THIS OFFICE ��"F� .��-'������'' �"'" '' °`�
WITN SS fl�Y HAND AND OFFICIAL SEALTHIS ��v„�,��� '�`�j`� �� 5���
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�_DAY OF 2 � r� _
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PAULA S O' EI , CLER O PTROLL'�R `'� <"��r�°"�° "•'""`' kp' '��
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BY UTY CLERK ��`"��''"�y}�
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City of Zephyrhills I
, BUILDING PLAN RE�W COMI�ENTS
Contractor/Homeowner: �/(� ����/GU�� ��� ,,
Date Received: ���`�k� �,
Site: .._ ��b� � �- ``��
Permit Type: �, �CCCE' (.,�i�'lG(4Zc�� l ��bi-
Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑
�'
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This comment sheet shall be kept with the permit andlor plans.
' ��
� ���/� �
Kalvin S ' Examiner Date Contractor andlor Homeowner I�,
(Required when comments aze present)
� �
350 State Road 434 W
i t�^"' Longwood,Florida 32750
�' 9 WINDOWS 8�DOORS 407 831 0600
FAX:407 339 7742
I Authorization Letter / Power of Attorney
I, James Samuel Rowland, do hereby authorize the following persons to act as agents on
behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted
under my Florida State contractor License number CBC046712.
Authorized Persons:
Brian Kirby Don Kirby Jon Thomas
Timothy O'Malley Erick D'Dios Aaron Hallich
Christine O'Malley John Christianson Charley O'Neil
Martin Sterling Gary Barson Elizabeth Hutchinson
Regards,
r�s muel Rowland
Qualifier CBC046712 I
Pella Windows & Doors
STATE OF FLORIDA
COUNTY OF LAKE
The foregoing instrument was acknowledged before me thisa7�day of �-r',2t C- , 201�0
by JAMES SAMUEL ROWLAND, who is personally known to me.
_ �
Nota ublic (Seal)
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Print Name �,'ir.:��; �=���,�;z�c��r:.:>,���
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My commission expires: `'''�'�:�:'' ��'f��:�"����.,`:�-'�''�•?�
V��W�D To B� TH� B�ST��
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FRONT OF�HOME
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Customer: Mark Dillinger Project Name: Dillinger,Mark,1694193 � Ortler Number: 7216TMHOJ Quote Number: 7710570
Line# Location: - Attributes
15 None Assigned ADDPRRMCOR020005-Lead Safe Test
Qty
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2o None Assigned qDDPRRMCOR020004- Permit Fee- CBC 046712 atY
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Line# Location: � . Att�lbutes
25 living room Vinyl Windows 1 Doors By Pella, Single Hung, 53.25 X 49.5,White � Qty
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u� . 1: Non-Standard SizeNon-Standard Size Single Hung,Equal
� Masonry Size: 53�1/4 X 49 1/2
!j � i PK# General Information: PerFormance Upgrade,Vinyl,Integral 1/2"Flange,2 11/16", 1/16",2 5/8"
� Exterior Color/Finish: White
,._.._._ 784 Interior Color/Finish: White
- Glass: Insulated Low-E SunDefenseT"' Low-E Insulating Glass Argon Non High Altitude
Viewed From Exterior Hardware Options: Cam-Action Lock
Screen: Half Screen
� Grille: No Grille,
Wrapping Information: No Exterior Trim, No Interior Trim,Pella Recommended Clearance, Perimeter Length=200",Glazing Pressure=70
Rough Opening:51:7!8'X 8-314" _
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Customer Note� 16603.3
� +/-50
For more information regarding the finishing, maintenance, service and warranty of all Pella RO products,visit the Pella�website at www pella.com
Printed on 4/25/2016 Contract-Detailed Page 2 of 13
Customer: Mark Dillinger Project Name: Dillinger,Mark,1694193 Order Number: 7216TMHOJ Quote Number• 7710570 ''' •"
QUOMATMCOM070001 -Vinyl Flat Trim 1 in.(LF) Qty 34
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
Line# Location: Attrlbutes ,
3o bed Vinyl Windows/Doors By Pella, Double Hung, 35.5 X 36.5,White aty �
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f3! i Frame Size: 35 1/2 X 36 1/2
? ' � � General Information: Standard,Vinyl,Block Frame With Mull Groove,3 1/4",3 1/4",Sill Adapter Included,Head Expander Included
PK# Exterior Color/Finish: White
;�_ ; _�. 784 Interior Color/Finish: White
Glass: Insulated Low-E SunDefenseT"' Low-E Insulating Glass Argon Non High Altitude
Viewed From Exterior Hardware Options: White,Standard Vent Stop, No Limited Opening Hardware
Screen: Full Screen
Grille: No Grille, '
Wrapping Information: No Exterior Trim, No Interior Trim,Pella Recommended Clearance,Perimeter Length=144",Glazing Pressure=105. !
Rough Opening:36"X 37" I
Customer Notes: 11152.3
+/-35
� INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1 ,
QUOMATMCOM010001 -Vinyl Flat Trim 1 in.(LF) Qty 26
Line# Location: Attributes
35 bed Vinyl Windows 1 Doors By Pella, Double Hung, 35.5 X 36.5, White aty
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; ; ,�],
„y! � � 1:35.536.5 Double Hung,Equal
�;£ � Frame Size: 35 1/2 X 36 1/2
� PK# General Information: Standard,Vinyl, Block Frame With Mull Groove,3 1/4",3 1/4",Sill Adapter Included, Head Expander Included
I� Exterior Color/Finish: White
y� 784 Interior Color/Finish: White
�— � —�
' Glass: Insulated Low-E SunDefenseT"^ Low-E Insulating Glass Argon Non High Altitude
Vlewed From Exteriof Hardware Options: White,Standard Vent Stop, No Limited Opening Hardware
Screen: Full Screen
Grille: No Grille,
Wrapping Information: No Exterior Trim, No Interior Trim,Pella Recommended Clearance, Perimeter Length=144",Glazing Pressure=105.
i
Rough Opening:36"-X3�7"�
Customer Notes: 11152.3 �
+/-35
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
For more information regarding the finishing, maintenance, service and warranty of all Pella�products,visit the Pella�website at www.pella.com
Printed on 4/25/2016 Contract-Detailed Page 3 of 13
�ti �r
Customer• Mark Dillinger Project Name: Dillinger,Mark,1694193 Order Number: 7216TMHOJ Quote Number: 7710570
QUOMATMCOM010001 -Vinyl Flat Trim 1 in.(LF) Qty 26
Line# Location: _Attributes .
ao bed Vinyl Windows`I Doors By Pella, Double Hung, 35.5 X 36.5, White Qty
� .,
„�f � 1:35.536.5 Double Hung,Equal
't3, � Frame Size: 35 1/2 X 36 1/2 ,
� PK# General Information: Standard,Vinyl, Block Frame With Mull Groove,3 1/4",3 1/4",Sill Adapter Included,Head Expander Included
� Exterior Color/Finish: White
�` 784 Interior Color/Finish: White
.-- .•• . -�.
Glass: Insulated Low-E SunDefenseTM' Low-E Insulating Glass Argon Non High Altitude
Vlewed From Exteflor Hardware Options: White,Standard Vent Stop, No Limited Opening Hardware
Screen: Full Screen
Grille: No Grille,
Wrapping Information: No Exterior Trim,No Interior Trim,Pella Recommended Clearance, Perimeter Length=144",Glazing Pressure=105.
Rough Opening:36"X 37"
�_�—_��
Customer Notes: 11152.3
+/-35
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
QUOMATMCOM010001 -Vinyl Flat Trim 1 in.(LF) ` Qty 26
Line# Location: Attributes
45 bed Vinyl Windows 1 Doors By Pella, Double Hung, 35.5 X 36.5,White aty
�; � � 1
„�, ' 1:35.536.5 Double Hung,Equal
�=,, Frame Size: 35 1!2 X 36 1/2
E' �j � PK# General Information: Standard,Vinyl, Block Frame With Mull Groove,3 1/4",3 1/4",Sill Adapter Included, Head Expander Included
� Exterior Color/Finish: White
� 784 Interior Color/Finish: White
�--- ' —�
Glass: Insulated Low-E SunDefenseTM' Low-E Insulating Glass Argon Non High Altitude
Viewed From Exterior Hardware Options: White,Standard Vent Stop,No Limited Opening Hardware
Screen: Full Screen
Grille: No Grille,
Wrapping Information: No Exterior Trim, No Interior Trim,Pella Recommended Clearance,Perimeter Length=144",Glazing Pressure=105.
Rough Opening:36"X=37�;�
. �
Customer Notes: 11152.3�
+/-35
� INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
QUOMATMCOM010001 -Vinyl Flat Trim 1 in.(LF) Qty 26 ,
For more information regarding the finishing, maintenance, seryice and warranty of all PellaO products,visit the Pella�website at www.pella.com
Printed on 4125/2016 Contract-Detailed , Page 4 of 13
dq\ ��
Customer: Mark Dillinger Project Name: Dillinger,Mark,1694193 Order Number: 7216TMHOJ Quote Number: 7710570
Line# Location: Attributes "
so bath Vinyl Windows/Doors By Pella, Double Hung, 25 X 24,White qtv
� ' 1
,� � 1:2524 Double Hung,Equal .,
n' Frame Size: 25 X 24
tr PK# General Information: Standard,Vinyl,Block Frame With Mull Groove,3 1!4",3 1/4",Sill Adapter Included, Head Expander Included
� Exterior Color/Finish: White ,
,,.�,�� t .,.,_,� 784 Interior Color/Finish: White
Glass: Insulated Tempered Obscure Low-E Obscure SunDefenseTM' Low-E Insulating Glass Argon Non High Altitude
Vlewed From Exteflof Hardware Options: White,Standard Vent Stop, No Limited Opening Hardware
Screen: Full Screen '
Grille: No Grille,
Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length=98",Glazing Pressure=205.
Obscure Glass Style: Pattern62(Standard)
Rough Opening:25-112"X 24-1/2"
.�-�"`�
�
Customer Notes: 11152.3
+/-35
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
QUOMATMCOM010001 -Vinyl Flat Trim 1 in.(LF) Qty 18
Line# ' .Location: � ' ttrl utes
55 front door Pella Brand, Entry Door Inswing, 37.5 X 80.5, 4 9116" aty
� 1
�
� ��
�;� � ;.„ 1:3680 Right Entry Door
� �,"+" Frame Size: 37 1/2 X 80 1/2
� i� PK# Unit Type: Right Inswing,Standard Sill, No Fire Rating, No Fire Rating
N �' Dimension Options: Cut Down, 1 1/4" .
u .V}'"'`'""' 784 General Information: 4 9/16", No Fin,4 9/16"
� �'� � � Panel Style: 6 Panel
Vlewed From Exterior Panel Selection: Smooth, Unfinished, Unfinished �
Frame Selection: Wood,Pine,Oak Threshold,No Panel Reinforcement,Primed,Wood,Unfinished
Hardware Options: Latch Bore with Deadbolt,2 3/4",2 1/8",No Handle Set, No Integrated Sensor,Standard Steel,Brasstone Zinc Dichromate,Mill Finish
Sill
Unit Accessories: No Bang Panel
Wrapping Information: 2"Brickmould,Factory Applied,No Interior Trim,4 9/16",4 9/16",Factory Applied,Pella Recommended Clearance,Perimeter
Length=236"
Rough Opening: - �81"
� � �
Customer otes:
14896.15 ) ,
7 +/-50 � ,
QUOMATMCOM010033-Colonial 1 casing 2-1/2 in Unfinished(LF) Qty 17
For more information regarding the finishing, maintenance, service and warranty of all PellaO products,visit the Pella�website at www.pella.com
Printed on 4/25/2016 Contract-Detailed Page 5 of 13
. Florida Building Code Online Page 1 of 3
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�I`�"i�e�(`J�Ck�`�mP�fof BCIS Home { Log In : User Registration i Hot Topics � Submit Surcharge ; Stats&Facts ; Publications � FBC 5[aff ; BCIS Site Map j Links � Search ;
Business���, �.
Professi�nal ���aT�'`USER:PubuApproval
R�c�ulafiion
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E;�a;���l�'��_=' FL# FL16603-R2
(,_.j:;:%:�'�-..�'l�'��........_._
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived (�1
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pelia.com
Authorized Signature TROY FARR
tbfarr@pella.com
Technical Representative TROY FARR
Address/Phone/Emaii 18600 NE WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@peila.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-5000
PJBortscheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn,PE
'��.�1 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS... 4/28/2016 ��
,- Florida Building Code Online Page 2 of 3
= Date Submitted 04/12/2016
Date Validated 04/12/2016
Date Pending FBC Approval '
Date Approved 04/13/2016 i
Summar of Products
� FL# Model,Number or Name Description
16603.1 Pella 10 Series Single Hung Window 36"x 90"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R2 C CAC CCL 411-H-1032 36x90.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/22/2022 i
Design Pressure: +40/-40 Installation Instructions !
Other:Configurations of glass shall conform to the current FL16603 R2 II Drewing 1414.pdf
ASTM E1300 standard.Fixed check rail shall have Pelia's Verified By: Warren W. Schaefer P.E.44135
contour shaped steel reinforcement&active check rail& Created by Independent Third Party: Yes
active sash stiles shall have Pella's"C"shaped Evaluation Reports
reinforcement. FL16603 R2 AE Drawina 1414.�df j
Created by Independent Third Rarty: Yes
16603.2 Pella 10 Series Single Hung Window 54"x 90"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R� C CAC_CCL 411.._H=1�3Z_54x90.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure: +45/-45 Installation Instructions
Other:Configurations of glass shall conform to the current FL16603 R2 II Drawing 1414 pdf
ASTM E1300 standard.Active check reil,fixed check rail and Verified By: Warren W. Schaefer P.E.44135
active sash stiles shall have Pella's contour shaped Created by Independent Third Party:Yes
aluminum reinforcement. Evaluation Reports
FL16603 R2 AE Drawing 1414 pdf I
Created by Independent Third Party: Yes �
16603.3 Pella 10 Series Single Hung Window 54"x 63"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R2 C CAC CCL 411-H-1032 54x63.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No ' 07/09/2022
Design Pressure:+50/-50 Installation Instructions
Other:Configuretions of glass shall conform to the current FL16603 R2 II Drawina 1414.odf
ASTM E1300 standard Active check rail,fixed check reil and Verlfied By: Warren W.Schaefer P.E.44135
active sash stiles shall have Pella's contour shaped Created by Independent Third Party: Yes
aluminum reinforcement. Evaluation Reports
FL16603 R2 AE Drawin_g 1414.pdf
Created by Independent Third Party: Yes
16603.4 Pella 10 Series Single Hung Window 48"x 73"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL16603 R2 C CAC CCL 411-H-1032 48x73.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16603 R2 II Drawina 1414.odf
ASTM E1300 standard.Active check rail,fixed check reil and Verified By: Warren W. Schaefer P.E.44135
active sash stiles shall have Pella's contour shaped Created by Independent Third Party: Yes
aluminum reinforcement. Evaluation Reports
I FL16603 R2 AE Drawina 1414.odf
Created by Independent Third Party: Yes
16603.5 Pella 10 Series Single Hung Window 36"x 6Z"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R2 C CAC CCL 411-H-1032 36x62 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/22/2022
' Design Pressure:+55/-55 Installation Instructions
Other:Configurations of glass shall conform to the current FL16603 R2 II Drewino 1414.odf
ASTM E1300 standard. Fixed check reil shall have Pella's Verified By: Warren W. Schaefer P.E.44135
contour shaped steel reinforcement&active check rail& Created by Independent Third Party: Yes
active sash stiles shall have Pella's"C"shaped Evaluation Reports
reinforcement. FL16603 R2 AE Drewing 1414.pdf
Created by Independent Third Party:Yes
16603.6 Pella SO Series Single Hung Window 36"x 73"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL16603 R2 C CAC CCL 411-H-1032 36x73.,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS... 4/28/2016
. Florida Building Code Online Page 3 of 3
% Impact Resistant: No 07/09/2022
Design Pressure:+60/-60 Installation Instructions
Other:Configurations of glass shall conform to the current FL16603 R2 II Drawing 1414�df
ASTM E1300 standard. Fixed check reil shall have Peila's Verified By: Warren W. Schaefer P.E.44135
contour shaped aluminum reinforcement&active check rail Created by Independent Third Party:Yes
shail have Pella's"C"shaped reinforcement. Evaluation Reports
FL16603 R2 AE Drawing 1414.pdf
Created by Independent Third Party: Yes
16603.7 Pella SO Series Single Hung Window 52-1/8"x 50"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R2 C CAC CCL 411-H-1032 52.125x50 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No SO/17/2023
Design Pressure: +60/-60 Installation Instructions
Other:Configuretions of glass shall conform to the current FL16603 R2 II Drawina 1414.pdf
ASTM E1300 standard.Active check rail,fixed check rail and Verified By: Warren W. Schaefer P.E.44135
active sash stiles shall have Pella's contour shaped Created by Independent Third Party:Yes
aluminum reinforcement. Evaluation Reports
FL16603 R2 AE Drawing 1414„pdf
Created by Independent Third Party: Yes
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�ontac[l�s:;1940 North Monroe Street.Tallahascee FL 32399 Phone:850-487-1824
The Sta[e of Florlda is an AA/EEO employer�oovriaht 2007-2013 State of Florida :Privacv Statement :AccessibiliN Statement::Befund Statement
Under Florida law,email addresses are publlc records.If you do not wan[your e-mall address released In response to a public-records request,do not send �
electronic mail to[hIs entity Instead,contact the o�ce 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,Ilcensees Ilcensed under Chapter 455,F.S.must provide[he Department with an email address If
they have one.The emails provided may be used for o�cial communica[Ion with the licensee.However email addresses are publlc record.If you do no[wlsh to
� supply a personal address,please provide the Department with an emall address which can be made avallable to the public.To de[ermine if you are a Iicensee under
Chapter 455,F.S.,please cllck here
Product Approval Accepts:
� � �h�cf �
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THSE DfUWINGS FRE PPPIJUBIE ONLY TD THE PRO�UR ow.wu ar: cxm�m m:
[:EN RA NO1ES' SPECIFlED.T1EY NqY NOT BE USm FOF THE ASSEMBLY iTA n.p5
1. ALL FASfENERS SFIALL BE IN FGCORDANCE wfiH THESE DRAWINGS. SPECIFlED AND/OR INSTALLA710N OF ANY OTHEit PRODUCE NOR YRY �; �.,�
ANCHOR FJABED TO 90.5E NATERIAL SHALL BE BEYDND WALL FlMSH OR STUCCO. TNEY BE USEo FOR RAIIONrL ANo/oR lDG1L MPRwnL �/x/m
2 OPENINGS,BUCKING dc BIICKING FlSTENFRS MI15T BE PROPERLY DESIGNED k OF uJY PRooUCi NOT PRoOUCCD Br TiE Iw+UFncn1NEH n
INSTALLED TO TRANSFEfl WINU LOADS TO THE STRUCiURE FOR MAX. FRAME WIDTH, SEE SfATFD ON TNCSF pFAlNNGS w � a e _
3. THESE NON-IAIPACT RATED PRODl1CT INSiALLATI0N5 ARE IN ACCORDPNCE WITH NOTE BELOW - ^�
AND MEEi THE REOUIREMQ115 OF THE FLORIDA BUIIDMG CODE(FBC). �4^ o ' '�`
4. ALL ANCHORS SECURING PRODUCT FRAIdES 70 PRESSIIRE TRFATED BUCICS OR 6^ M� A I
WOOD FRAMING SHALL BE CAPABLE OF RE56TING CORROSION CAUSED BY THE 2 1"�MAX. 6� MAX. � � i � � �
PRESSURE TREATING CHFJdIGLS IN THE WOOD. � O.C. _�
5. MATERL4l5,INCLUDING BUT NOT UNIiED TO S�EEL SCREKS,THAT COA7E INTO — ———— — —- ————" �
COMACT WRH O7HEF OISSIAAlLA32 MATERWS SHALL NEE7 THE REOUIRE7AENfS OF �
RORIDA BURDING CODE CHAPTER P0. I j a I fi�� MAJ(. � $
6. TD THE BEST�F OUR KNOWLEDGE.THE PRODUCT SMOWN HEREIN IS CERTIFlEO 8
OUALIiY ASSURE�8T A FLORIOA STATE APPROVED CEHIIFlCATION/OA ENffIY k SH4LL � g �
BE IABELED IN ALCORDANLE WRM 1HE FBC AND THE FLORIDA DEPAfliIAdENT Of C I I � i � tl � � a
BII5INE55 k PROF6510NAL REGUUTION SPECIFlCATIDNS. PRODUCT/SSEUBLY IS NOT I ^ �
PART OF 7HL5 DRAWING AND SHnLL BE IN ACCORDANCE WITH iHE MANUFACTURER'S 2 � � � e � e � E
OUALIiY lSSl1RANCE SPECIFlG4TION5 h TES7ING RFPORTS. �' a 3 � a a
7. CEHIIFlCA710N OF 7HESE PRO�UCT INSfALLAilONS SHALL BE CONSI�ERED VOID IF
ANY OF THE FOLLO'MNG APPLY:1)PRODUCT IS INSfALLED WfiHOUf A BUIIDINC I FRAME SCREWS WHERE SHOWN AT I ��� MAX. O.C. g g g � g
PER67R FROu THE APPLICABLE LOGL BUILDING DFPAR'fMINL 2)PROWLT IS I AT SIDES
INSTALLED BY ANYONE OTHER THAN A UCENSm COMRACTOR El(PQtIENCm WfIFi 3 HEAD & SIDES. SEE "FRAME ( ) < m u � u
INSfALLn710NS OF 1HIS 7YPE OF PRODUCT. 3)IF CHANG6 HAVE OCCURRED TO THE � � ANCHOR REQUIREMENTS TABLE" ON �
PRDDUCT'S CERTIFICAiION EMfIY'S CFRTIFlCATE THAT CAUSE THESE INSTALLATIONS TO m THIS SHEEf 7 FOR REQUIREMENTS. � � 3�� wN
BE INLORRECf OR INCONSISTEM WfIFI WHAT HAS BEEN TESTED.
& THE LFlST D61GN PR65URE SPECIFlm EIiHER IN THIS DRAWING OR IN THE � � � WINDOW FLANGE IS Z � Sn p�
PRODUCTS CERIIFlCATION SFWLL CONRiOL FOR 7HE INSGILLID PRO�UCT. Z I �OPTIONAL & MAY BE 3 Sd ��o
9.iH6E DRAWINCS CF.RTIFY THE PRODIICT WSlALIA710N ONLY. l4ATEA PROOFING OF �
7HE INSfALLED PRODUCi IS NOT PARf OF THIS INSTALLA710N CFRTIFlCATION. THAT w REMOVED WHEN r p W d o
R6PONSIBILfIY SHALL BE TFiAT OF 7NE AIANUFACTUREFt&/OR INSTALLER. N � I REQUIRED BY Q � J �
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AL7ERNA'fE ANCHOR/SUB�AiE EV�UATION NOTE• � �'. � �
ALL ALIERNATE ANCHORS IN THEIR SPECIFIED o I I = 4
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE I I
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND W �
TO BE EOUNALENT TO OR STRONGER THAN THE J
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ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. Z
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INSTNIATION EVP1LA710N IS BASm ON MPLIGIBLE ANCHOR SfANDARDS AND/�R B W WQ e
INFORMA710N k RESULTS FROM APPl1CABLE 7ESf REPORTS. 7HE RORIDA BIIILDING z � Zv�^
CODE VERSIDN CONSIUFRFD Wf1H THE EVPLUATION WAS THAT IN FORCE AT 7HE TIL1E W
OF 1HE EVALl1AT10N. IN THE EVENr OF COOE VERSION CHANG6/UP�ATES OR W I / I 6' MNc. �' z q=�^
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PRO�UCf,PflIOR TO SfATING CODE COMPLLWCE Wrtli iHE SfATE,THE unNUFACiUftFR � o i
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CODE AND MP11G19LE SfANDARDS. AT SILL EXTERIOR ELEVATION: ,� _�R��
SINGLE WINDOW � �Nz Y��
FRAME ANCHOR REQUIREMENTS TABLE SCALE: 3/4' _ �'—o" `a �P1e�em�� ' "~ �3��
OPENING TYPE FRAME TO OPENING FASTENER MINIMUM MINIMUM d0� � ��O �3''�
(SUBSTRATE) 1YPE EMBED E�cE oisr. NOTE: FOR MAX_ WINDOW FRAME `ve!VF:.•••••••.,,N/��. �
(�) FRAME SCREWS DIMENSIONS AND ALLOWABLE �zQ';= �n '• � . � a
MIN. 2X4 WOOD FRAME OR BUCK DESIGN PRESSURE, SEE �v�,:_ � W o:�: o N �'
(MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW > >/a' a/a" APPLICABLE FLORIDA APPROVAL — •W �� ~ ¢ a= F `�'
MIN. 1 B GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" �2�� Z N�o•�` F "'�
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MIN. 1/B"THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ���d�'• �� � 3a
MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" �//��M I;pF�O`���� #
C-9D CMU/2500 PSI CONCR�E �Z� 1/4' CONCREfE SCREW 1 1/4" z'
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(2)CONCREfE SCREWS SHALL BE ELCO UL7RACONS (C.S.), ELCO CRETE-FLEX (S.S.), ffW 1414 E
RAMSET/RED HEAD TAPCONS (C.S. OR 5.5.) OR HILTI KWIK-CON II (C.S OR S.S.). sN�r No.
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EXPANSION FOAM �
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a� NOT REQUIRED WHEN SHIM SPACE IS WfiHIN �
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LOW D(PANSION � �
PERIMEfERUOF SUBSTRATE BY OTHERS � a t
SEALANT BY PER "FR4ME ANCHOR = LL
OTHERS � WINDOW FRAME ?..- • _ ' �REOUIREMENTS TABLE" � �
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TO SUPPORT WINDOW SILL � ' ' � zm
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SCALE: 1/2 FUl1 2 � qz?���
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, Florida Building Code Online Page 1 of 5 I
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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detall
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�>�4���4=�"��"3 FL# FL11152-R8
»:i.i�.�P Ea:1�.�
Application Type Revision
Cade Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and retified
by the POC and/or the Commission if necessary.
Comments
Archived [�
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
' pellaproductapproval@pella.com
Authorized Signature TROY FARR
tbfarr@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND,�OR 97230
' (503)405-9176
Ebfarr@pella.com
Quality Assurence Representative Pat Bortscheiler
Address/Phone/Email 102 Main Street
Pella,IA 50219
, (641)621-1000
PJBortscheller@pella.com
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn,PE
�� Validation Checklist-Hardcopy Received
I
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3Gvul... 4/28/2016
. Florida Building Code Online Page 2 of 5
, Date Submitted il/il/2015
Date Validated 11/16/2015
Date Pending FBC Approval
Date Approved 11/20/2015
Summar of Products
FL# Model,Number or Name Description
11152.1 Endorsed Vinyl Double Hung Vinyl Double Hung Triple Composite(109"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 RS C CAC 1483-10.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-OO.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 07/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 RS II Drewino 1596.pdf
Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drewina 1596.odf
Created by Independent Third Party: Yes
11152.2 Endorsed Vinyi Double Hung Vinyl Double Hung Window(36"x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-26 odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-31.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 06/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawino 1596.odf
Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596.pdf
Created by Independent Third Party: Yes
11152.3 Endorsed Vinyl Doubie Hung Vinyl Double Hung Window(36"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-10.�df
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-OO.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 07/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drewino 1596.odf
Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596•pdf
Created by Independent Third Party: Yes
11152.4 Endorsed Vinyl Double Hung Vinyl Double Hung Window(36"x 78")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No ,FL11152 R8 C CAC 1483-Sl.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-36.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 06/07/2025
Other: Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawina 1596.odf
Verified By: Warren W. Schaefer,P E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL11152 R8 AE Drawin lg 596,pdf
Created by Independent Third Party:Yes
11152.5 Endorsed Vinyl Double Hung Vinyl Double Hung(48"x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11152 R8 C CAC 1483-31.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-26.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 06/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawina 1596.odf
Verified By: Warren W. Schaefer,P.E.44135
- Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596.pdf
Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvul... 4/28/2016
. Florida Building Code Online Page 3 of 5
,' 11152.6 Endorsed Vinyi Double Hung Vinyl Double Hung (48"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11152 R8 C CAC 1483-21.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-SO.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 06/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawina 1596.pdf
Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawinq 1596.odf
Created by Independent Third Party: Yes
11152.7 Endorsed Vinyl Double Hung Double Hung Window(48"x 78")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-OO.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-16.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +20/-20 06/07/2025
Other:Configuretions of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drewina 1596.odf
Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party• Yes
Evaluation Reports
FLll_152 RS AE Drawing 1596.odf
Created by Independent Third Party: Yes
11152.8 Endorsed Vinyl Double Hung High Performance Vinyl Double Hung(48"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-OS.pdf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-21.Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 06/07/2015
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. High performance windows shall FL11152 R8 II Drawing 1596.odf
have metal tilt latches on the bottom sash interlock. Verified By: Warren W. Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 15�6.,pdf
Created by Independent Third Party: Yes
11152.9 Endorsed Vinyl Double Hung Vinyl Double Hung Twin Composite Window(72-1/2"x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-26.pdf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-31.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 06/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawinq 1596.pdf
Verified By: Warren W. Schaefer,P.E.44135
Created by IndependentThird Party: Yes
Evaluation Reports
FL11152 RS AE Drawina 15�6_pdf
Created by Independent Third Party: Yes
11152.10 Endorsed Vinyl Double Hung Vinyl Double Hung Twin Composite(72-1/2"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-10.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-OO.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 07/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FLi1152 R8 II Drewina 1596.pdf
Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596 odf
Created by Independent Third Party:Yes
11152.11 Endorsed Vinyl Dauble Hung Vinyl Double Hung Twin Composite Window(72-1/2"x 78")
Limits of Use Certification Agency Certificate
� Approved for use in HVHZ:No FL11152 R8 C CAC 1483-Sl.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-36.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+25/-25 06/07/2025
Other: Configuretions of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawing 1596.pdf
Verified By: Warren W. Schaefer,P.E.44135
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvul... 4/28/2016
_ Florida Building Code Online Page 4 of 5
: Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawina 1596.pdf
Created by Independent Third Party:Yes
11152.12 Endorsed Vinyl Double Hung Vinyl Double Hung Twin Composite(88-1/2 x 78")
� Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11152 R8 C CAC 1483-36.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-41.�df
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +20/-20 06/07/2025 �i
Other:Configurations of glass shall conform to current Installation Instructions i
', ASTM E1300 standard. FL11152 R8 II Drawing 1596.odf
Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596.pdf
Created by Independent Third Party: Yes
11152.13 Endorsed Vinyl Double Hung Vinyl Double Hung Twin Composite(96-1/2"x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11152 R8 C CAC 1483-31.qdf
Approved for use outside HVHZ:Yes FL11,152 R8 C CAC 1484-26.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date ,
Design Pressure: +25/-25 06/07/2025
Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawinc�1596.�df
Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawinn 1596.pdf I
Created by Independent Third Party• Yes
11152.14 Endorsed Vinyl Double Hung Vinyl Double Hung Twin Composite(96-i/2"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-21.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-10.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 06/07/2025
Other:Configuretions of glass shall conform to current Installation instructions
ASTM E1300 standard. FL11152 R8 II Drawing 1596.pdf
Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawing 1596.pdf
Created by Independent Third Party: Yes
11152.15 Endorsed Vinyl Double Hung High Performance Vinyl Double Hung Twin Composite
(72-1/2"x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11152 R8, C CAC 1483-16.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-OS.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 06/07/2025
Other: Configuretions of glass shall conform to current Installation Instructions
ASTM E1300 standard.High performance windows shall FL11152 R8 II Drawing 1596.pdf
have metal tilt latches on the bottom sash interlock. Verified By: Warren W Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drawinq 1596.pdf
Created by Independent Third Party: Yes
11152.16 Endorsed Vinyl Double Hung Vinyl Double Hung Triple Composite(88-3/8"x 78")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11152 R8 C CAC 1483-41.odf
Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1483-46.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +20/-20 06/07/2025
Other:Configuretions of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawing 1596.�df
Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R8 AE Drewing 1596.odf
Created by Independent Third Party: Yes
11152.17 Endorsed Vinyl Double hung Vinyl Double Hung Triple Composite(109"x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVH2:No FL11152 R8 C CAC 1483-26.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvul... 4/28/2016
. Florida Building Code Online Page 5 of 5
� Approved for use outside HVHZ:Yes FL11152 R8 C CAC 1484-31.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 06/07/2025
� Other:Configurations of glass shall conform to current Installation Instructions
ASTM E1300 standard. FL11152 R8 II Drawing 1596.pdf
Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL1115Z R8 AE Drawina 1596.odf
Created by Independent Third Party: Yes
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Product Approval Accepts:
� � �Mcl. �
u^curitvac c;rsuc�r .
' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqttaGsIp3Gvu1... 4/28/2016
�
GENERAL NOTES: rse ORAWINGS Mc MPUGBLE ONLY TO THE PRODUCI OMwN Hf: fJ�EG FD H�:
7. AlL FASTENERS SH4LL BE IN ACCORDANCE WfiH TH6E�RAWINGS. 48� MP,X. FRAME WIDTH FIN ANCHOR WfTHIN 4" OF CORNERS & 8" A�AX. O.C. WITH PECIFIFD.T1EY NAY NaT BE U5m f�R TiE ISSEIABLY �.a.�. x�S
A1 STANDARD WINDOWS OR 4" MfJ(. O.C. WfTH HIGH D/OR INSTALLATION OF PNY 07HEN PRODUCT NDR W1Y ��: a�E
SPECIFlED ANCHOR FJABED TO BASE MATERIAL SHALL BE BE1'OND WALL FlNISH EY BE Usm FOR RnnoruL nND/oR lorwL,wpRwu �-�s oaha/pa
oa sTucco. • 4 PERFORMANCE WINDOWS (SEE PRESSURE TABLE ON THIS OF ANY PROOIM.:T NOT PR�DUCED 9Y THE vANUFACiuHER
2 OPENINGS,BUCKING h BUCNWG FlSTENERS MUSf BE PROPERLY DESIGNED SHEE� FOR STANDARD VS. HIGH PERFORMANCE CONDITIONS). �"�0 ou nicsc ow,vnHcs. -
dc WSfALLED TO 7RANSFER WIN�LOADS TO 7ME SRtULTllRE -
3. THFSE NON-IMPAC�RATE�PRODUCT INSTALLATIONS ARE IN ACCORDANCE SEE "FRAME ANCHOR RE4UIREMENTS TABLE" ON THIS SHEET
WfIH AND MEEf iHE REAUIRQdEMS OF THE Fl.ORIDA BUILDING CODE(F6C). FOR FIN ANCHOR REQUIREMENTS. � � y '
4. ALL ANCHORS SECURING PRODUCf FRAM6 TO PR65URE TREAlED BUCKS '" '"
OR W000 FRAMWG SHALL BE CAPABLE OF RESISfING CORR090N CAUSm BY / I � a s a %
iHE PRESSURE TREATING CHEIAIGLS IN THE WOOD. � �48" MAX. FRAME WIDTH + �
5. 1.1ATERWS,INCLU�ING BUf NDT L1MffED TO SiEEL SCREWS,THAT C06/E � z �
IMO COMACT WrtH O7HER DISSIIAIWi AMTERNLS SHALL A1EEf 1HE �
REOl11RElAENiS OF FlDRIDA BUIL�ING CODE CH4PfQi 20. J � �'� �
6. TO 7HE BESf DF Ol1R KNOWLIDGE,17iE PROOl1Cf SHO'AN HEi2EIN IS M1� �.'�AX. � � �
CERTIFlED k OUAL.fIY t55URED BY A FLORIDA STAIE APPROVED o � � � i
CER71FlCA710N/OA ENfitt k SHALL 9E LABELE➢IN ACCOROANCE WIiH THE F9C 81 - �
AND hfE 61G2o-3 FLORI�F DEPARiMEN�OF BUSINE55 k PROFESSIONAL 5 v / � B B o g
REGUlA710N SPECIFlCATIONS. PRODUCT A5561BLY IS NOT PART OF THIS �
DRAWING AND SHALL 6E IN ACCORDANCE WfRI THE MANUFACNRER'S OUALRY a 3 0 � o
ASSURANCE SPEpFlCAT10N5&7F.STING REPORTS. F, S > > S
7. CERTIFlGTION Of TH6E PRODUCT WSTAW.ilONS SHALL BE CONSIDERED � FRAME SCREWS EQUALLY
VOID IF PtJY OF 7HE FOLLOWING MPLY:1)PRODUCT IS INSfN1ED WRHOUT A w j WHERE SHOWN AT
BUILDING PERMR FR061 7HE APPl1CABLE LOCAL BUILOING DEPARTAfENf. 2) = SPACED
PROUl1CT IS INSTALLEO HY ANYONE OTHER THAN A IICENSm CONfRACTOR � CHECK RNL ENDS ,
DIPERIENCED WIiH INSTALLATtONS OF TH1S IYPE OF PRODULT. 3)IF CHANGES w � B2
HAVE OCCURRm TO THE PRODUCT'S CF.Hi1FlCATION EMIlYS LERTIFlGTE THAT a 3 PER END 4" v
CAUSE TH6E INSfALLA710N5 TO BE INCORRECT OR INCONSISfENf{YffH WF{AT � APART). SEE 5
HAS BEEN TESTED. �FRAME ANCHOR = THESE 2
& THE LFAS(�ESIGN PRESSURE SPECIFlED E7IHER IN TN6 DRAWING OR IN � // REQUIREMENTS w j ANCHORS Z w N
THE PRO�UCTS CEHfIFlCAlION SHALL CAMROL FOR iHE INSTALLED PRODl1CT. x / ARE NOT F S��
8,lH6E DR/.wWGS CERIIFY THE PRODUCT INSTALLA710N ONLY. WATER TABLE� ON THIS
PROOFlNG OF 7HE INSfALLED PRODl1LT IS NOT PAftT OF THIS INSfALLATION m SHEET FOR
CERTIFlCAiION. �THAT RESPONSIBILIIY SHALL BE THAT OF THE UANUFACNRER n � 9" MAX. RE4'D WHEN �d �
&/OR INSTALLER. REQUIREMENTS. q� � _ _ _ W I N D O W v� o w a�
INSTALIATON EVALUATION IS BJSE�ON APPLICABLE ANCHOR STANOARDS � 9' MnX. HEIGHT IS o ���n
ANO/OR INFORMNTION k RESIILTS FROM APPLICABLE TEST REPORfS. • L � � / BZ� OR LESS Z U d p�o�
TME FLORIDA Bl1RDINC CO�E VFRSION CONSIDERED WfiH THE NOTE_SCREWS
E V A L U A T I O N W A S 7 H F T M F O R C E A T i H E 7 1 M E O F l H E E V A W A i I D N. I N A R E O N L Y ' (l YP EACH �' S o��
7HE EVFM OF LODE VERSION CHaNG6/UP�ATES OR W iHE EVINi REQUIRED WITH �^ SIDE) Z �o�
1HAT NEw OR ADDR10Nnl TESi1NG IS COMPLEfED ON 7HE R6ERENCED � �
PRODUCf,PRIOR 70 STATING CO�E CONPIJNJCE WfIH THE SIAIE,THE HP (HIGH = �
MMIUFACNRER SHALL CONFlRM WITH 7HE INSTALLATON EVAWATION / PERFORlMNCE)
ENGINEFR OF RECORD THAT THE INSTALU710NS SPECIFlE�H6tE-IN ARE / J �
CURRQJT wtiH 7HE THEN CURRENT 76TING,CODE AND APPLICABLE WINDOWS EOUALLY m 4
sruaonrsos. o
SPACED �
0
ALTERNATE ANCHOR/SUB5TRATE EVALUATION NOTE: • • • • F--
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED EXTERIOR ELEVAl10N:4 . � ¢ zm
SUBSTRAiES HAVE BEEN ANALYZED IN ACCORDANCE FRAME SCREWS � ��D m
SINGLE WINDOW /r
WfTH THEIR APPLICABLE STANDARD(S) AND ARE FOUND WHERE SHOWN. � w¢ �
TO BE EQUNALENT TO OR SiRONGER THAN 7HE �NAIL FlN MOUNT) y^ � SEE "FRAME o ���n`
ANCHOR(S) USED IN TESIING WITH THIS PRODUCT. SCALE. 3/4" = 1'-0' ANCHOR z z¢��;
REQUIREMENTS o �''a���
FRAME ANCHOR REQUIREMENfS TABLE NO ANCHORS REQ'D TABLE' ON THIS � w�j� _'
AT HEAD & SILL EXTERIOR ELEVATION: sH�r FOR � Wz���
OPEMNG IYPE FNAYE/WJL FlN TO OPENING MININUN IAININUN p J��w
�suesmn�� FASiEN6t TYPE Q.+em Euce oist ALLOWABLE DESIGN PRESSURE SINGLE WINDOW REQUIREMENTS. Z ��o��
(�)FRAME & INSTALLATION CLIP SCREWS SERIES 20 (SINGIF WINDOW) (FRAME SCREW MOUNT�. �a1;���,9B1p��/�� W ��z��6
MIN.2X4 WOOD FRAIdE OR BUCK <<, ����PV ho�� - >3 U a
ND.10 SNS OR W000 SCREW � t/a' a/a' MAXIMUM WINDOW FRAME SIZE ALLOWABL.E PRESSURE SCALE: 3/4" = 1'=0" ��. Q� , , , /
MIN. 78NC0.J3 K51 MEfAl,SIUU N0. 10 GR.5 SELF TAP DRILL SCREW NLL 1/2' ��N-� �PS� q`CG�4.'�•• ��v��.il% o �3`�
MIN.1 B'THK A76 STEEL N0. 10 GR.5 SELF TAP DRILL SCREW NLL 1/2' (�)36� X 7Z� JS 'Zq:�, �� O �';g��: �
41N.1 8'THK 6063-TS AWM. N0.10 CR.5 SELF TAP DRILL SCREW NLL 1/2' f�)36�� X �8� 25 ^�U:�: i � t�'
�Y � -�:�,� � i�
C-90 CMU 2500 PSI CONCREfE (z) I 4'CONCREfE SCREW 1 1/4' 2' (�)qg" x ]Z' zS �. �� � .
NAILING FIN FASTENERS (SERIES 25) t+�4g" X 78" 20 %22��yil o �,.'c�j,� o N �p
IAIN.2%4 WOOD FRAME OR BUCK (3)N0.8%1 1/2'SNS 1 3/e' 1/2' (°�48 X �2� SO �'�.,''•. � •' C��`L � No
(AUN.GR.3 h C=0.55) c+�STANDARD PERFORMANCE WINDOW; PLP,SIIC TILT LATCHES ON ge��• '' •'°a,O t� � z
uw.xxa w000 FxaNe oa eucK 7� G0.ROOFlNG WJL i a/e' i/z' UPPER RAIL & BOTTOM SASH INTERLOCK. ��,•�dl�/9�'�(�� S�� w 3w
(MIN.GR.�k G=0.55) c=�HIGH PERFORMANCE WINDOW; PLASTIC 11LT LATCHES ON UPPER �6jef23ft11ti$� � z �
pflN.1/B�THK A]fi SfEEL (�INO.8 GR.5 SElF TAP/DRILL SCREW rvLL �/z' RpIL & METAL i1LT IATCHES ON BOTTOM SASH INTERLOCK.
MIN.1/B'THK 6063-75 ALUII. f�1N0.B GR.5 SF1F TAP/DRILL SCREW NLL 7/2" 3
(1)FRANE SCREWS SHALL BE PAN HFAD Ofl HIX HEAD SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION THIS DRAWING REPLACED
(2)CONCREfE SCREYIS SHALI BE ELLO ULTRACONS(C.S�,ELW CREfE-RIX(S.SJ,IfW CONDITIONS ONLY THE GOVERNING DESIGN PRESSURE ON THE PREVIOUS WSTALLATION uruwu+c No. KEv.
w�us�r/Reo Heno rnrcoNs(c.s.oR s.s.)oR Hi�n KwiK-coN n(c.s oR s.s.). WINDOWS SHALL BE TNE LESSER OF THAT SHOWN IN THE 1596 E
(3)WHEN SCREYIS ARE USm wffH iHE NNL FlN,7HEY MUST BE A WAFFIE HE40 SCREW INDMDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS DRAWING NO�S 151 O, sn�r No.
OR H4VE A M7 WASHQ2 AT THE SCREW HFAO. TABLE. �S��, 1512 & 1513 � OF rJ
, �
onwwu m: wrcKc.n er. -
96 1/2" MAX. OVERALL FRAME WIDTH FRAME SCREWS WHERE 96 1/2" MAX. OVERAIL FRAME WIDTH """ ""s
SHOWN AT HEAD MULLION PtOi`_�e °�os/�o/m
48 1/4" MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH END. SEE "FRAME 48 1/4" MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH
ANCHOR REQUIREMENTS
3" 3' 3" 3' A2 TABLE" ON SHEET t FOR 3" 3" 3" 3"
q REQUIREMENTS. �
�NOTE: SCREW . . • �
CLUSTER IS ONLY CLUSTER FIN ANCHORS AT
/ I / MULLION ENDS SUCH THAT �
FRAME SCREWS WHERE REQ(IRED WITH 2"-3" / 7HERE ARE A TOTAL OF 4
SHOWN AT HEAD MUWON HP HIGH POSITIONED AS SHOWN. SEE �
END. SEE "FRAME ANCHOR PERFORMANCE) "FRAME ANCHOR �
REQUIREMENTS TABLE" ON WINDOWS
REqUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS. SHEEf 1 FOR REQUIREMENTS.
I � NOTE: NAIL FlN CLUSTER IS
NOT REQUIRED WHEN SCREW
_ = OR CLIP CLUSTER EXISTS.
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INSTALLATION CLIPS WHERE SHOWN. SEE INSTALLAl10N CLIPS WHERE SHOWN. SEE p �
ELEVATION FOR FRAME EXTERIOR ELEVATION: z za��^
"FRAME ANCHOR REQUIREMEMS TABLE" "FRAME ANCHOR REOUIREMENTS TABLE' W .�.r
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& POSffIONS AT SIDES ELEVATION FOR FIN W �
NOTE: CLIPS MAY BE USED AT HEAD EKfERIOR ELEVATION: oF wiNoows NOTE. CLIPS MAY BE USED AT HEAD (NAIL FlN MOUNT� ANCHOR RE�UIREMENTS � Wz���
ALSO IN LIEU OF FRAME SCREWS 7yy0-WIDE WINDOW ALSO IN LJEU OF FRAME SCREWS & POSfTIONS AROUND � aF„=W
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OVERALL FRAME SIZE (IN.) ALLOWABLE PRESSURE (PSF) REQUIRED WI7H ��`+��` };����Er,, �3+�
t+)72 1 2" X 72" 35 HP (HIGH ,��`°�F�,.e.• ������.•
C�)72 1 2' X 72" 50 PERFORMANCE) •���. ^.��''•'� W
tA 72 1 2' X 78" 25 WINDOWS �2`:<.•�� C•'•p;�3: o �
(�)96 1 2" X 72" 25 �rr. �z r ?r Y `'��•� F w� I
. t+)88 1 2" X 78" 20' _ `tiL �'�` F�7 C,: � �` I
ol STANDARD PERFORFAANCE WINDOW; PLASTIC TILT LATCHES ON a�:% G• `r�=�.� � ��
UPPER RAIL& BOTfOM SASH IMERLOCK. "�I,'� � .•°E�.t w �, 3�'+
t�7 HIGH PERFORFMNCE WINDOW; PLASTIC TILT LATCHES ON UPPER '�F�C�'�y•°•• .�•••��` '�,Q-�` " `� �6
RAIL & METAL TILT IATCHES ON BOTTOM SfSH INTERLOCK. _ 'rf; d�t�••ro��''P�i.'e�
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION
�. ��/a`SFitt445�6 3
CONDRIONS ONLY THE GOVERNING DESIGN PRESSURE ON iHE oanwinc r+o. Rcv.
WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 E
INDIVIDUAL WINDOW'S STATE APPROVAL OR TFIAT SHOWN IN THIS SHEEf N0.
TABLE. 2 aF 5
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o�wN�: cx¢rcm m:
YAY. W.MS
108" MAX. OVERALL FR,4ME WIDTH 108" MAX. OVERALL FRAME WIDTH �,: ,,,,E
oe/,o�m
48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 46" MAX. FRAME WIDiH 48" A�AX. FRAME WIDTH 48" MFJ(. FRAME WIDTH 48" MAX. FRAME WIDTH s
2"-3" 2`-3"
3" 3" 3" 3" A2 3' 3' 3" 3" �
4
. �
0
/ I // FRAME SCREWS WHERE � AT / I / CLUSTER FlN ANCH RS A�LLION �
HEAD MULLION END. SEE "FRAME ENDS SUCH THAT iHERE ARE A TOTAL
ANCHOR REQUIREMEMS TABLE' ON OF 4 POSI1lONED AS SHOWN. SEE
SHEET 1 FOR REQUIREMENTS. 'FRAME ANCHOR REOUIREMENTS TABLE"
ON SHEET 1 FOR EQUIREMEMS.
I �
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w �
/ / I / W / / / Z U M
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ANCHOR REQUIREMENTS ELEVATION FOR FlN m g
& POSfTIONS AT SIDES ANCHOR REQUIREMENTS � �
� OF WINDOWS � & POSITIONS AROUND o �
wsr�unnou � � WINDDWS
rn
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• � W� .-
Z Zv�^a
INSTALLATION CLIPS WHERE SHOWN. SEE • • • • Z w����
3' 3' 3' 3" 3" 3" 3" a� .EXTERIOR ELEVAl10N:. o ��'"a
"FRAME ANCHOR REOUIREMEMS TABLE" a�
ON SHEEf 1 FOR ReouiREMerrrs. THREE—WIDE WINDOW � "��"��
� Wz���
EXTERIOR ELEVATION: NOTE: CLIPS MAY BE USED AT HEAD (NAIL FIN MOUNTI Z �?��g
ALSO IN LIEU OF FRAME SCREWS
THREE—WIDE WINDOW scn�: 3/4^ = i�—o^ W ��,Z Y�a
(FRAME SCREW/INSTALIATION CLIP MOUNTI " „3��a
SCALE: 3/4" = i'-0" •�'6°�@0@gf 83�
ds
ALLOWABLE DESIGN PRESSURE ��4F`�P.��°�����J,� � �
(n-tr�—wiuE xnNoow) q,Q:' ";; s� . Z o
OVERALL FRAME SIZE (IN.) ALLOWABLE PRESSURE (PSF) �v=�% i"' u 's: �Y"' � "' �a
� �•cn :> y � ` C: �-` c~Qi
' .Cca �.:.!: � � �i
cu 88 3 8" X 78" 20 ..==;4` o '°:�;v t �
c+)STANDARD PERFORMANCE WINDOW; PIASTIC TILT LATCHES ON �i G .�G,; `�" 3w
UPPER R41L & BOTTOM SASH INTERLOCK. �!v`y�����'°•. e •°�•���` U Z ��
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION ��e'.�''h1����`��"` 3
CONDfTIONS ONLY THE GOVERNING DESIGN PRESSURE ON THE rBgg�PiF6t���`tk
HAWING N0. REV.
WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 E
INDMDUAL WINDOW'S STATE APPROVA� OR THAT SHOWN IN THIS SHEEf N0.
TABLE. 3 oF 5
II t
DMwN BY: OECNm 91'
SUBSTRAiE BY OTHERS PER FRAME SCREW ""'" "'"s
' SFALANT BY OTHERS FIN FASTENER SUBSTRATE BY "FRAME ANCHOR REQUIREMENTS PER ELEVATION �';-� �o/10/°a
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SPACE EACH ANCHOR �
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SEALANT BY � �
OTHERS � SEALANT BY � � �
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J-CHANNEL �� OTHERS � �
SECTION/NOSE IS � � �
OPTIONAL AND n � � s
NEED NOT BE �1 -
PART OF THE �_ �
FRAME PROFlLE
D SEAL SPACE � SEAL SPACE
WITH LOW WfTH LOW
IXPANSION IXPANSION
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OTHERS PER �. p(pANSION FOAM AROUND IXPANSION FOAM AROUND I
FRAME ANCHOR''�., PERIMEfER OF WINDOW FRAME PERIMEfER OF WINDOW FRAME '
REQUIREMENTS o I
TABLE" O FRAME SCREW � �
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SEALANT BY � SUBSTRATE BY . � o
OTHERS BEHIND. � � OTHERS PER ': `' � � �
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, �� EXTERIOR :':: - Q .
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�� J-CHANNEL SECTION/NOSE IS •'� ' � ' SEALANT BY OTHERS
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1596 E
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5 �F 5
,� Florida Building Code Online Page 1 of 6
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Professi�nal �{= ��M Product Approval
USER:Public USer
� �i�.'g�1�c�110i1
I � , ,�',� product Aooroval Menu>Produc[or Aoolication Search>Aoolication List>Application Detail
C.;-».--»..--...-.-.._..,�'—.�...z�
�d�&���;=�.�`•�= FL# FL14896-R3
t..��.�;.��"r�ss_.w... .
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and retified
by the POC and/or the Commission if necessary.
Comments - `
Archived [�
Product Manufacturer Pella Corporetion
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641) 621-6096
pellaproductapproval@pella.com
Authorized Signature Andrew Morse
morseaj@pella.com
Technical Representative Joseph Hayden
Address/Phone/Email lOZ Main Street
Pella,IA 50219
(641)621-6096
� jahayden@pella.com
, Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
' Peila,IA 50219
� (641) 621-1000
- , PJBortscheller@pella.com
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies ,
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn,PE
� Valfdation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/23/2015
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 4/28/2016
,� Florida Building Code Online Page 2 of 6
' �' Date Validated 04/24/2015
Date Pending FBC Approval
Date Approved 04/27/2015
Summary of Products �
Go to Page � '� '� � Page 1/2� �
FL# Model,Number or Name Description
� 14896.1 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed opereble door with standard
Fiberglass Panel In-swing Doors latch and deadbolt,unreinforced mullions,dual sidelights,
with Aluminum Clad Freme and a trensom(68 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL148 6 1.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/18/2019
Design Pressure: +30/-30 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawing 1774.pdf
deadbolt.Configurations of glass shall conform to the Verified By: Warren W.Schaefer,P.E.44135
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Door panel may be full or partial light panel. Unreinforced Evaluation Reports
mullions horizontal and vertical.Standard or ADA sills apply FL14896 R3 AE Drawina 1774.pdf
Created by Independent Third Party: Yes
14896.2 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with standard
Fiberglass Panel In-swing Doors latch and deadbolt,unreinforced mullion,dual sidelights,
with Aluminum Clad Freme and a transom(74 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/08/2019
Design Pressure:+40/-40 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawing 1774.pdf
deadbolt.Configuretions of glass shall conform to the Verified By: Warren W.Schaefer,P.E.44135
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Sidelight panel may be full or partial light panel. Evaluation Reports
Unreinforced mullions horizontal and vertical.Standard or FL14896 R3 AE Drawina 1774.odf
ADA sills apply Created by Independent Third Party: Yes
14896.3 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed operable door with 3-point
Fiberglass Panel In-swing Doors lock, unrelnforced mullions,dual sidelights,and a transom
with Aluminum Clad Frame (68 1/2"X 135"overell unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 3.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/27/2019
Design Pressure:+50/-50 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.qdf
Configurations of glass shall conform to the current ASTM Verified By: Warren W.Schaefer,P.E.44135
E1300 standard&have safety rated glass. Door panel may Created by Independent Third Party: Yes
be full or partial light panel. Unreinforced mullions horizontal Evaluation Reports
and vertical. FL14896 R3 AE Drewing 1774.pdf
Created by Independent Third Party: Yes
14896.4 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with 3-point
Fiberglass Panel In-swing Doors lock,unreinforced mullion,dual sidelights,and a transom
with Aluminum Clad Freme (74 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL148�6 R3 C CAC FL14896 4.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/21/2019
Design Pressure: +50/-50 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.�f
� Configuretions of glass shall conform to the current ASTM Verified By: Warren W.Schaefer,P.E.44135
E1300 standard&have safety rated glass.Sidellght panel Created by Independent Third Party: Yes
, may be full or partial light panel. Unreinforced mullions Evaluation Reports
, horizontal and vertical. FL14896 R3 AE Drawing 1774 pdf
Created by Independent Third Party: Yes
14896.5 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed opereble door with standard
Fiberglass Panel In-swing Doors latch and deadbolt,reinforced mullions,dual sidelights,and
with Aluminum Clad Freme a transom (70 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC F�14896 S.�f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No OS/18/2019
Design Pressure:+30/-30 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drewina 1774.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 4/28/2016
�
Florida Building Code Online Page 3 of 6
F deadbolt.Configurations of glass shall conform to the Verified By: Warren W.Schaefer,P.E.44135
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party:Yes
Door panel may be full or partial light panel Reinforced Evaluation Reports
mullions horizontal and vertical.Standard or ADA sills apply FL14896 R3 AE Drawina 1774 odf
Created by Independent Third Party: Yes
14896.6 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with standard
Fiberglass Panel In-swing Doors latch and deadbolt,reinforced mullion,dual sidelights,and a
with Aluminum Clad Freme transom(76 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 6 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/11/2019
Design Pressure: +40/-40 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawinq 1774 pdf
deadbolt.Configuretions of glass shall conform to the Verified By: Warren W. Schaefer,P.E.44135
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Sidelight panel may be full or partial light panel. Reinforced Evaluation Reports
mullions horizontal and vertical. Standard or ADA sills apply FL14896 R3 AE Drewinq 1774 odf
Created by Independent Third Party: Yes
14896.7 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed opereble door with 3-point
Fiberglass Panel In-swing Doors lock,reinforced mullions,dual sidelights,and a transom (70
with Aluminum Clad Frame 1/2"X 135"overell unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 7.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/27/2019
Design Pressure: +50/-50 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.odf
Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer,P,E.44135
E1300 standard&have safety rated glass.Door panel may Created by Independent Third Party: Yes
be full or partial light panel. Reinforced mullions horizontal Evaluation Reports
and vertical. FL14896 R3 AE Drawing 1774.odf
Created by Independent Third Party: Yes .
14896.8 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with 3-point
Fiberglass Panel In-swing Doors lock, reinforced mullion,dual sidelights,and a transom (76
� with Aluminum Clad Frame 1/2"X 135"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 8.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/22/2019
Design Pressure:+50/-50 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.pdf
Configurations of glass shall conform to the current ASTM Verified By: Warren W.Schaefer, P.E.44135
E1300 standard&have safety reted glass.Sidelight panel Created by Independent Third Party: Yes
may be full or partial light panel. Reinforced mullions Evaluation Reports
horizontal and vertical. FL14896 R3 AE Drawing 1774.odf
Created by Independent Third Party: Yes
14896.9 Pella&Architect Series Steel& 74 7/8"x 97 3/4"double operable solid door with 2-point
Fiberglass Panel In-swing Doors multi-point lock at inactive panel and single lock&dead bolt
with Aluminum Clad or Wood Frame at active panel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 9.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/15/2019
Design Pressure: +40/-40 Installation Instructions
Other: Standard or ADA sills apply FL14896 R3 II Drewina 1774.odf
Verified By: Warren W. Schaefer, P.E.44135
Created by Independent Third Party; Yes
Evaluation Reports
FL14$96 R3 AE Drawinq 1774.odf
Created by Independent Third Party: Yes
14896.10 Pella&Architect Series Steel& 74 7/8"x 97 3/4"double operable solid door with 2-point
Fiberglass Panel In-swing Doors multi-point lock at inactive panel and 3-point multi-point
with Aluminum Clad or Wood Frame lock at active panel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 l0.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/15/2019
Design Pressure:+40/-40 Installation Instructions
Other: Standard or ADA sills apply FL14896 R3 II Drawing 1774.pdf
Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14896 R3 AE Drawin�1774.pdf
Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW... , 4/28/2016
„ Florida Building Code Online Page 4 of 6
;
14896.11 Pella&Architect Series Steel& 86 7/B”x 97 3/4"double operable solid door with 2-point
Fiberglass Panel In-swing Doors multi-point lock at inactive panel and either 3-point multi-
with Aluminum Clad or Wood Frame point lock or single lock&dead bolt at active panel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC_FL14896 ll.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/16/2019
Design Pressure: +35/-35 Installation Instructions
Other:Standard or ADA sills apply FL14896 R3 II Drawing 1774 pdf
Verified By: Warren W.Schaefer,P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14896 R3 AE Drawina 1774.pdf
Created by Independent Third Party:Yes
14896.12 Pella&Architect Series Steel& 74 7/8"x 97 3/4"double operable glazed door with 2-point
Fiberglass Panel In-swing Doors multi-point lock at inactive panel and single lock&dead bolt
with Aluminum Clad or Wood Frame at active panel
Limits of Use . Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 12.odf
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/20/2019
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL14896 R3 II Drawina 1774.pdf
ASTM E1300 standard&have safety rated glass. Door panel Verified By: Warren W. Schaefer,P.E.44135
may be a full or partial light panel.Standard or ADA sills Created by Independent Third Party: Yes
apply Evaluation Reports
FL14896 R3 AE Drawinq 1774.pdf
Created by Independent Third Party: Yes
, 14896.13 Pella&Architect Series Steel& 74 7/8"x 97 3/4"double operable glazed door with 2-point
Fiberglass Panel In-swing Doors multi-point lock at inactive panel and 3-point multi-point
with Aluminum Clad or Wood Frame lock at active panel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 13.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/20/2019
Design Pressure:+35/-35 Installation Instructions
Other: Configuretions of glass shall conform to the current FL14896 R3 II Drawin4 1774.odf
ASTM E1300 standard&have safety reted glass. Door panel Verified By: Warren W. Schaefer,P.E.44135
may be a full or partial light panel. Standard or ADA sills Created by Independent Third Party: Yes
apply Evaluation Reports _
FL14896 R3 AE Drawino 1774 odf
Created by Independent Third Party: Yes
14896.14 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed opereble door with standard
Fiberglass Panel In-swing Doors latch and deadbolt
with Aluminum Clad or Wood Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 14 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No O5/15/2019
Design Pressure: +30/-30 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawing 1774.pdf
deadbolt.Configurations of glass shall conform to the Verified By: Warren W. Schaefer,P.E.44135
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Door panel may be full or partial light panel.Standard or Evaluation Reports
ADA sills apply FL14896 R3 AE Drawina 1774.pdf
Created by Independent Third Party: Yes
14896.15 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with standard
Fiberglass Panel In-swing Doors latch and deadbolt
with Aluminum Clad or Wood Frame ,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 15.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/11/2019
Design Pressure: +50/-50 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawina 1774.odf
deadbolt. Verified By: Warren Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14896 R3 AE Drawino 1774.pdf
Created by Independent Third Party: Yes
14896.16 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed operable door with 3-point
Fiberglass Panel In-swing Doors lock
with Aluminum Clad or Wood Frame
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 4/28/2016
�. Florida Building Code Online Page 5 of 6
!' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 16 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/27/Z019
Design Pressure: +55/-55 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.odf
Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer,P.E.44135
E1300 standard&have safety rated glass. Door panel may Created by Independent Third Party: Yes
be full or partial light panel. Evaluation Reports
FL14896 R3 AE Drawin�1774 pdf
Created by Independent Third Party: Yes
14896.17 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with 3-point
Fiberglass Panel In-swing Doors lock
with Aluminum Clad or Wood Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC F�14896 17.odf
Approved for use outside HVHZ:Yes Quality Assurence Contract Expiration Date 'I
Impact Resistant: No 06/08/2019
Design Pressure:+55/-55 Installation Instructions
' Other: Lock system with door shall be 3-point lock. FL14896 R3 II Drewing 1774.pdf
Verified By: Warren W. Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14896 R3 AE Drawing 1774.odf
Created by Independent Third Party: Yes
14896.18 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed operable door with standard
Fiberglass Panel In-swing Doors latch and deadbolt, unreinforced mullions and dual sidelights
with Aluminum Clad or Wood Frame (68 1/2"X 97 3/4"overall unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14896 R3 C CAC FL14896 18.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/15/2019
Design Pressure: +30/-30 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawino 1774.pdf
deadbolt.Configurations of glass shall conform to the Verified By: Warren W. Schaefer,P.E.44135 �
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Door panel may be full or partial light panel. Unreinforced Evaluation Reports
vertical mullions. Standard or ADA sills apply FL14896 R3 AE Drawing 1774.pdf
Created by Independent Third Party: Yes
14896.19 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with standard
Fiberglass Panel In-swing Doors latch and deadbolt, unreinforced mullion and dual sidelights
with Aluminum Clad or Wood Frame (74 1/Z"X 97 3/4"overall unit size),
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14.$�6 R3 C CAC FL14896 19,pdf
' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/16/2019
Design Pressure: +40/-40 Installation Instructions
Other: Lock system with door shall be standard latch and FL14896 R3 II Drawinq 1774.pdf
deadbolt.Configuretions of glass shall conform to the Verifled By; Warren W. Schaefer,P.E.44135 �
current ASTM E1300 standard&have safety rated glass. Created by Independent Third Party: Yes
Sidelight panel may be full or partial light panel. Evaluation Reports
Unreinforced vertical mullions.Standard or ADA sllls apply FL14896 R3 AE Drawing 1774.pdf
Created by Independent Third Party: Yes
14896.20 Pella&Architect Series Steel& 37 1/2"X 97 3/4"single glazed operable door with 3-point
Fiberglass Panel In-swing Doors lock,unreinforced mullions and dual sidelights(68 1/2"X 97
with Aluminum Clad or Wood Freme 3%4"overell unit size).
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL14896 R3 C CAC FL14896 20.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/15/2019
Design Pressure: +50/-50 Installation Instructions
Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawina 1774.pdf
Configurations of glass shall conform to the current ASTM Verified By: Warren W.Schaefer, P.E.44135
E1300 standard&have safety reted glass. Door panel may Created by Independent Third Party: Yes
be full or partial light panel. Unreinforced vertical mullions. Evaluation Reports
� FL14896 R3 AE Drawina 1774.�df
Created by Independent Third Party: Yes
Go to Page � 'l''� 3� � Page 1/2 t� �
Back Nex[
Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The S[ate of Florlda is an AA/EEO employer Coovrioht 2007-2013 State of Florida.: Privacv S[a[ement::AccessibiliN Sta[ement::Refund Statemen[
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�, Florida Building Code Online Page 6 of 6
r
Under Florlda law,email atldresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entiry Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.•Pursuant to
Section 455.275(1),Florida Statutes,effective Oc[ober 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emaiis provided may be used for o�cial communlcation with the licensee.However email addresses are public record.If you do no[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 Iicensee under
Chapter 455,F.S.,please click�.
Produd Approval Accepts:
� � :f;hsck �
SC(:LLflt�'it F'I'ittt.l'
C• �
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 4/28/2016
v� �
ALTERNATE ANCHOR/SUB5TFtATE EVALUAl10N NOTE: MAX. FRAME WIDTH �.�� p tK i��
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN PER FLORIDA APPROVAL °LO1� °"�v
ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EOUNALENT " 09�v�'i
TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT (N.T.E. 43 7/2")
7 2 A7
INSU.LLATIDN EVPLUAlION 6 B45m ON APPLICABLE ANCHOR Sf�1NDARDS AND/OR INFORIEATION dc NOTE: ALL ELEVATIONS �FlN 6 0 _
RESULTS FRON MPOCABLE 76f REPORIS. THE RORIDA BUILDING CODE VERSION CONSID6tED WITF1 SHOWN HERE-IN ARE
THE EVALUATION W/S 1HAT IN FORCE AT THE TIME OF THE EVAWATION. W THE EVENT OF CODE FOR USE IN DETAILING � } 3
VERSION CH4NG6/UPDATES OR IN THE EVEM TFihT NEW Ofl ADOf110NAL TFSTiNC IS COMPLEfED ON iME �'
REFERENCED PRODUCT,PRIOR TO STATING CO�E COAIPLIANCE WffH THE STATE,THE MANUFACTURER THE INSTALLATION OF �
SHALL CONFlRM WIiN iHE INSfALLATIDN EVALUAIION ENGINEER OF RECORD THAT THE INS�ALUTIONS THE DOORS ONLY a / 8� �� � �
SPECIFlEU MERE-IN ARE CURREM WfiH THE TMEN CURRENT T6TING,CODE AND APPLJCABLE 57ANOMDS. n'PE, SHAPE BC g � �
FRAME ANCHOR REQUIREMENTS TABLE CONDITIONS RELA7IVE � o � €
TO THE DOOR PANELS C1 D1 INDNIDUAL FRAME � �
OPENING IYPE FRAME/CLJP/HINGE/STRIKE TO MINIAdUM A1INIMUM & DOOR FRAMES SHALL � g v / � g o
7 � SCREW WHERE SHOWN.
(SUBSTRATE) OPENING fASTENER TYPE EMBED EDGE DIST. BE GOVERNED BY THE �* / � k =
� SEE "FRAME ANCHOR � a =
FRAME SCREWS DOORS PRODUCT n FIN FASTENER WfTHIN REQUIRENENIS TABLE"
(3)IAIN. 2X_WOOD FRAAtE OR BUCK APPROVAL & SHALL BE � 2' OF CORNERS & 5' -
MIN. GR.3 &G=0.55 N0. 10 SMS OR WOOD SCREW t i/a' 3/a' AS CERTIFIED BY THE �' ON THIS SHEE7 FOR
( ) TO 7" MAX. O.C. SEE z
APPLICABLE w REQUIREMENTS (ONLY
MIN. 18 GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" F: ��FRAME ANCHOR REQ�D WITH NAIL FIN
MIN. 1/8�THK A36 STEEl N0. �o GR. 5 SEtF TnP/DRiLL SCREw FULL t/2' CERTIFICATION ENTITY z REQUIREMENTS TABLE'
MOUNT CONDITION) �
MIN. 1/8"THK 6D63-TS ALUM. N0. 10 GR. 5 SELF TAP �RILL SCREW NLL 1/2' ON THIS SHEET FOR W
C-90 CNU/2500 PSI CONCREfE (�) 7/4'CONCREfE SCREW 7 � 4• Z' > REOUIREMENTS. Qtn
o a� z
(z)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION) HINGE REQUIREMENTS � �no � ��'o
MIN. 2X4 WOOD FRAME OR BUCK N0. 8 X 1 1/2"SMS 1 3/8' (�)N/A MAX. FRAME QUAN7TfY ¢ � �� � Fo 0
(MIN. GR.3&G=0.55) HEIGFiT PER PANEL o �� a ��i
MIN. 1/8'7HK A76 STEEL N0.8 GR.5 SELF TAP DRILL SCREW Fl1Ll (�)N A OVER 85 3 4" 4 � w� � Z<�
MIN. 1/8'THK 6063-TS ALUM. N0.8 GR.5 SELF TAP/DRILL SCREW FULI (Z)N/A 85 3 4" 3 O \ �� O � �
INSTALfATION CLIP SCREWS ALTERNATE STRAIGHT CONDITION � �yo g NS�
MIN.2x6 WOOD FW�tE OR BUCK No.e X t t/2'SMS i 3/8' 3/a' EDGE DISTANCE MAY BE � STRIKE SCREWS INTO �3 W �n`�'.�
(MIN. GR.3&G=0.55) F- Q SUBSTRATE (2 PER w a ^
MIN. 18 GA 33 K51 UEfAL 5R1D N0.B GR.5 SElF TAP DRILL SCREW NLL t/2' DECREASED TO 1/2" IF � \ STRIKE PLATE�. SEE ��
SCREWS ARE ANGLED 15 W o �O
MIN. 1/8"THK A'Sfi 5TEEL N0.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 2 ��FRAME ANCHOR N
TO 20 DEGREES AWAY HINGE SCREW INTO W�
MIN. 1/B'THK 6063-15 ALUTA. N0. 8 GR.5 SELF TAP DRILL SCREW Nu �/2' FROM THE EDGE � SUBSTRATE 1 PER REQUIREMENTS TABLE" �� �
¢ � ON THIS SHEEf FOR w
HINGE & SINGLE DOOR STRIKE SCREWS � HINGE). SEE "FRAME SCREW REOUIREMENTS v'��
(�)uIN. 2X_WOOD FRAME OR BUCK � ANCNOR REQUIREMEMS r-a
(MIN. GR.3 &G=0.55) N0.B SMS OR WOOD SCREIV 1 1/4" 3/4' � TABLE" ON THIS SHEEf ��TCH & DEAD BOLT W� �o
MIN. 78 GA 33 KSI M1EfAL STUD N0. B GR.5 SELF TAP/DRILL SCREW FULL 1/2' GENERAL NOTES: � FOR-SCREW � STRIKES). _� Z� _
1. ALL FASfENQtS 3iALL BE IN ACCARMNCE WIfFi TH6E DRAWINGS
MIN. 7/8'THK tiSfi STEEL N0.B GR.5 SELF TAP DRILL SCREW Fl1LL 1�2� SPECIFlFD ANCMOR ENBm 7D BASE WTERIN_Sli4LL BE BEYOND WALL REQUIREMENTS. v0 W a
FlNISH OR SNCCO. d'Z W<
MIN. 1/8'7HK 6063-TS ALUTA. N0.6 GR.5 SELF TAP DRILL SCREW NLL 1/2' 2 OPENINCS,BUCK�uG&BUCKING FtiSfFNERS uUSf BE PROPERLY ¢ Z��'n'+
C-90 CMU/2500 P51 CONCREfE (�)3/16'CONCREfE SCREW 1 7�4� Z• DESIGNm&INSfALLID TD 7RM5FQ2 WWD LOADS TO THE SfRUCNRE �� Z Pz�n
DOUBLE DOOR STRIKE SCREWS ACC ROANCE�WfiH�o�E REO�R'EMEMS O�FNIH�FLORIDA 3 61a��<
BUILDING CODE(F9C). �� � a;
MIN.2X_WOOD FRAME OR BUCK -.a g
NO. 12 SMS OR WOOD SCREW 1 1 d J 4 4 ALL ANCMORS SELURWG PRODUCf FRAA16 TO PRESSI1flE iRFATED W� ��u
(MIN.GR.3&G=0.S5� �• �• �UCKS OR WOOD FRAUING 5lW1 BE CAPABLE OF RE95fING CORROSON aZ WZ�dm
GUSED BY THE PRESSURE 7PFATING CHDIICALS IN TFf WDDD. aF�s�
A71N. 18 GA. 33 K51 MEfAL SiUD N0. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2' i yqTEpWS�INCLLAINC BUf NOT L1NffID 70 SfEE�..SCR6V5,THAT v�om�`o
MIN. 1/8"THK A36 STEEL N0. 12 GR.5 SELF TAP DRILL SCREW FULL ��2� LONE IMO COMACf WIiH OTHER UISSIMIWi IMTERIALS SWJl NEEf TNE INTERIOR ELEVATION: �yZ^�a
REOUIREbIEMS OF FLORI0.4 BUIIDWG CODE LWWTER 20.
�AIN. 1/8'THK 60fi3-TS ALUM. N0. 12 GR.5 SELF TAP DRILL SCREW FULL 1�2� 6. TO THE BESf OF OUR KNOWLEDGE,iHE PRODUCT SHOWN HER�N IS SINGLE DOOR WffH DEADBOLT LOCKING SYTEM �3U a
C-90 CMU/2500 P51 CONCREfE (�) 1/4'CONCREfE SCREW 7 7�q' Z' �F�FlED&qWWIY ASSURED Bi A FLORmA STATE APPROVED SCALE' 3 4" = 1�-O� \<�6�a"���'��/ � vy a
CEHPFlGTION/OA EMIIy k SW�LL BE LABELED IN ACCOR64VLE WIiH THE • � \ y� � u�
�4) NAILING FIN FASTENERS rec,wo n�twwon oeanatuQrr ov suswEss a�arm�ssiouu �� P 39 �
(NAIL FIN MOUNT CONDITION) .,� F�,,..•....•,, �j dp�
REGUU710N SPELIFlGTIONS PRODIICT ASSE618L7 IS NOT PARf OF'iH15 � �
MIN. 2X4 WOOD FRAME OR BUCK a �i; ' , q� i,i
NO.B X 1 1�2�SMS � 3�g' ��z' OR�WWG!WD SHALL BE Pl ALCORDANLE WfiH 7NE WWIJFACNRER'S ��Q-� � 'Y �
(MIN.GR.3&G=D.55) ounurc nssuanNce srEananoNs a��snr+c aeeoars. ALLOWABLE DESIGN PRESSURE �Z�� � "�;`�� 0 6
MIN.2%4 WOOD FRAME OR BUCK 7• CERTIFlCATION OF THESE PR�DUCf INSfAllhT10N5 SHALL 9E �U;y r O O;,o Z N p,p
11 G0.ROOFlNG NAIL � ] g � Z CONSIDFAED V01�IF MfY OF THE FOLLDWINC MPLY:1)PRODULT 6 (SINGLE DOOR) e Cq�_ � �;8. o �
MIN.GR.3 k G=0.55 �� �� � � �
( ) INSTALLm WfIHOUf A BUIIDINC PQtNR FROM TIE MPIJCABIE IDGL .w d' Q o:z= Q
MIN. 1/8'7HK A}fi STEEL ND.8 GR.5 SELF TAP/DRILL SCREW FULL ��z' BUILDINC DEPARTNINf. 2)PRODUCf IS INSTALLED BY ANYONE OTHER SEE FLORIDA APPROVAL �3�v, � y[�::d� � �o �
TtU.N A LICENSm CONfRAC10R IXPQtIENCED WrtH INSfMIAiIONS OF 7HIS ���i � Vj� � �^�
MIN. 1/8'THK 6063-TS ALUM. N0.8 GR.5 SELF TAP/�RILL SCREW FULL 1�2" 7YPE OF PRODUCf. 3)IF CHANGES HAVE OCCURRED TD THE PROOl1CTS � J �?o ¢ '
(1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, I1W RAMSET/RED CERTIFlCATI�N EMffYS CERIIFlCATE THAT CAl15E iHESE INSfALIFTICINS TO '0�6�"'••......_•'��Q�em� � �
BE INCORRECT OR INCONSISfENi WfIH WHAT HAS BEEN 7FSIED. / db O d
HEAD TAPCONS OR HILTI ICWIK-CON II (HARDENED STEEL OR S.S.). e. 7HE�Fasr oEsicrl Pe65UttE sPEciFlm FIRiQt iN nus�rtnvnNc ofi SB M i�PP e�
(2J STANDARD BENT CLIP INSlALLATION SCREWS SHALL BE POSRIONED WITHIN 1/4'OF iHE W 7HE PRODUCIS CQi11FlCATION SHAl1 CONfROL FOR 7HE ULSTALLm '���r013B 10���, 3
BUCK/SUBSTRATE mGE AND, IF IMO WOOD,ANCLED 20 TO 30 DEGREES INTO iHE BUCK. PRoouCT.
(3)2X_BUCKS SHnLL BE OF A MINIMUM DEPTH REOUIRED TO MEET nNCHOR EDGE DISTANCE B.THESE DRAWINGS LQiPFY TNE PRODUCT INSfAL1A'iION ONLY. WATER R1FSE�RAWINCS ME RPPl1GBlE ONLY TD THE GROOUCf W�G N0. RE.
REOUIREMENTS BUT NO LESS THAN 4 7/2'(2%4). aaobnNc of'iHE it+s7num pfmouci�5 rtoi anRT oF 7Hts u��UanoN SPECIFlED.THEY UAY NOi BE USFD FOR T1E ASSEMBIY '�774, B
CERT1FlCAl10N. THAT RESPoNSIBIIlIY$F{ALL BE THAT OF THE NJD/Ofl INSiAUATON OF ANY QfNER PR�OUCT NOR YAY
(4)WHEN SCREWS ARE USED WRH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR NANUFACiURER&/OR INSTALIER, iHEY BE lISEO FOR RATONAL AND/OR IDCAL APPROVAL SMEEf N0.
OF ANY PpODUCE NOT PflODUCm BT 7HE lWlUFpCRIpER '� OF 8
HA A FLAT WASHER AT THE SCREW HEAD. srntEo orv n�[s[oanvnHcs
.i -� !
oxnw.i er: cHcca�n er:
W.0.0 w.WS
NAX. RAME WIDTH
�1��16 d 9/21/ft.
PER FLORIDA APPROVAL MAX. FRAME WIDTH
(N.T.E. 43 1/2'") PER FLORIDA APPROVAL
6' NAX. 78" MAX. O.C. 6" MAX. - (N.T.E. 43 1/2')
A2
6 � 2 A1 �
NAIL FIN 6 �
6" 6AA)(. � .� �
� / 8' MAX. o
� I �� o
•I �
C2 / D2 Ct D1 INDIVIDUAL FRAME SCREW WHERE
v
\ � I' / � •� � � 6 // � � SHOWN. SEE °FRAME ANCHOR
n NAIL FIN OR n FIN FASTENER WITHIN REQUIREMENTS TAB�E" ON SFIEEf 7
� BRICKMOLD AND THEIR n 2" OF CORNERS & 5" FOR REOUIREMENTS (ONLY REQ'D
ANCHORS IS OPTIONAL �' WITH NAIL FIN MOUNT CONDITION
w I � TO 7" MAX. O.C. SEE � � I
& SHALL NOT ACT AS �
� `" 'FRAME ANCHOR �
v A SUBSTITUTE FOR •I � z
� REQUIREMENTS TABLE"
THE FRAME ANCHORS I FRAME SCREWS OR STRIKE SCREWS INTO SUBSTRATE �� Z
� SPECIFIED. NAIL FIN Q ON SHEET 1 FOR (7 PER STRIKE PLATE). SEE � � W�'
a •I INSTAIIATION CLIPS WHERE cno � o
� OR BRICKMOLD �1AY > REQUIREMENTS. o 00
� SHOWN. SEE 'FRAME o "FRAME ANCHOR REOUIREMEMS � � �`�
� BE REMOVED WHEN � w o ~�
a � ANCHOR REQUIREMENTS � TABLE" ON SHEEf 1 FOR SCREW �� a �"�I
Q o I� � REOUIRED BY OPENING TABLE' ON SHEEf 1 FOR < w� � za�
CONDITIONS .I � REQUIREMENTS (LATCH & DEAD m o -�+
o � REQUIREMEMS. a c> ¢ �
I• •� o BOLT STRIKES). � �� �
� � I o 3So S oa�
� I• � .� -� o ,,, �
" � W3 a
�
a STRIKE SCREWS INTO W �'�
�- �� Q SUBSTRATE (2 PER SIRIKE a No� �
� � I PLATE). SEE `FR4ME � � W�a
= I• ANCHOR REQUIREMENTS w �
W HINGE SCREW IMO .� TABLE' ON SHEEf 1 FOR HINGE SCREW INTO �^c~i �
� �, SUBSTRATE (1 PER ,� SCREW REQUIREMENTS � SUBSTRATE (1 PER �a
HINGE). SEE "FRMAE (LATCH & DEAD BOLT � HINGE). SEE "FRAME W� �o
� ANCHOR REOUIREMENTS �
STRIKES). ANCHOR REOUIREMENTS =z ��
a i� TABLE" ON SHEET 1 �� ¢ TABLE" ON SHEEf 1 �� w< m
� FOR SCREW \ I � FOR SCREW aZ Z���
I• REQUIREMENTS. •I REOUIREMENTS. \ v'fz z¢ ���
w � -'
� 5� ��oas
i W�;
s' ti+nx. az QF o��
. �U�omo
NZ P �
INTERIOR ELEVATION: �tiea�r@a =3�n�
INTERIOR ELEVATION: aoa �a g as
SINGLE DOOR WITH DEADBOLT LOCKING SYTEM SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM \��°��Q`,�..�3�Mj'0>� 3
SCALE. 3/4" = 1'-D' o F •e, eJ w
(FRAME SCREW & CLIP MOUNT CONDITIONS) (NAIL FINLEM U4NT CONDITION) ��d�uaY o oy�� o ^ ��
o ��
ALLOWABLE DESIGN PRESSURE 2 J�� z� N�oy"' � �z
SEE FLORIDADAPPROVAL se'�°��jMeC�'eA����`s, U 3W
oruwiNc r+o. aEv.
1774 B
SHEFf N0.
2 OF 8
y, '- 4
o�,�: a�.m�
wxu. M.ws �
r�m: w�
�-�e as/v/>>,
MAX. FRAME VYIDTH PER FLORIDA APPROVAL �
MAX. FRAME WIDTH (N.T.E. 86 7/S")
PER FLORIDA APPROVAL
(N.T.E. 43 7/2") STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE �
PLATE). SEE "FRAME ANCHOR REQUIREMENTS
6" MAX. 18" MAX. O.C. 6" MAX. TABLE" ON SHEET 1 FOR SCREW REQUIREMEMS
A2 (SHOOT BOLT STRIKE). I 6"I 6" I � Z A1 �
6 �
- ---- - - FRAME SCREWS OR �� ��� 5 �
6• �. I a � INSTALLATION CL1P5 �
/ WHERE SHOWN. SEE �
I I ��ME ANCHOR �
REOUIREMENTS TABLE"
•I ON SHEET 1 FOR PPOSfiE �
� �fi o � Dz o REOUIREMENTS. ^ 61 v INACTNE / qC7NE ��
I• / •I � 6 �
a � FRAME SCREWS OR w
n NAIL FIN OR � FIN FASTENER WITHIN
STRIKE SCREWS INTO � 2" OF CORNERS & 5" INSTALLATION CL1PS
r. BRICKMOLD AND THEIR ¢a� Z
°' ANCHORS IS OPTIONAL SUBS7RATE (7 PER �' WHERE SHOWN AT o 0
W � & SHALL NOT ACT AS STRIKE PLATE). SEE �; TO 7" MAX. O.C. SEE W rn
MEE7ING Si1LE ENDS. tno � o
"FRAME ANCHOR o �
v A SUBSTITUTE FOR '� 'FRAME ANCHOR v SEE "FR.4ME ANCHOR � � �o a
REQUIREMENTS TABLE" w o ���
THE FRAME ANCHORS I REOUIREMENTS TABLE" REQUIREMENTS TABLE" �� d �
Q SPECIFIED. NAIL FIN •I ON SHEEf 1 FOR Q ON SHEET 1 FOR ON SHEEf 1 FOR w� o za N
o SCREW REQUIREMENTS o REOUIREMENTS. REQUIREMENTS (CUPS � � � fD
OR BRICKMOLD MAY
� BE REMOVED WHEN � ARE NOT APPLICABLE o S �
a � REQUIRED BY OPENING (LATCH & DEAD BOLT a 'y0 g Nw�
a � � / CONDfTIONS � STRIKES). a � AT SILL). J3 �
W �a
o ¢ I• •I o �� a
o � I I o � �
� � � \ � `� � Ws 4O
w W �U
W �
� �� \ �I � \ 9 B UU
a
� o'
I• •I
w HINGE SCREW INTO - � w HINGE SCREW IPlTO � xz ��
� SUBSTRATE (1 PER � SUBSTRATE 1 PER �� W¢ '
� I HINGE. SEE "FRAME •I � � � ¢Z Z���N
,y ) � HINGE). SEE "FRAME � �
ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS °'�Z W�g�i
� �� TABLE" ON SHEEf 1 �� � TABLE" ON SHEET 1 / g� p�03�
� FOR SCREW \ � FOR SCREW � � W 1 �c3"��
I• REOUIREMENTS. REOUIREMENTS. d� aF�y w
I _ �V7^mo
61 B2 �z�s�6
6" MAX.
6 6 y 3 c�> a
�3°�
STRIKE SCREWS INTO SUBSTRATE (2 PER ,n a
INTERIOR ELEVATION: INTERIOR ELEVATION: a=�01°1'�ero o �,
SINGLE DOOR WST�HL M3�4 POINToLOCKING SYSTEM pNCHORRI EQ II MEM STABLE'EONFRAME SDO�B�4 DOORS�^ �``��P�F��,���sl���,/ 4
, '�e
(FRAME SCREW & CLIP MOUNT CONDITIONS) SHEEf 1 FOR SCRE4V REQUIREMENTS (NAIL FIN MOUNT CONDITION) `� �y� M �-�.;y�: 4 "�
(SHOOT BOLT STRIKE). �y;2 d. 0 0;�� w Q
�3;o `�* a oe2o U ,
ALLOWABLE DESIGN PRESSURE -y: ��: o� 3
ALLOWABLE DESIGN PRESSURE � o � �:
(SINGLE DOOR) (DOUBLE DOOR) ���:a Z ��`
'sd6•��'�e��w�'e�•• �\� DAAWING NO. REV.
SEE FLORIDA APPROVAL SEE FLORIDA APPROVAL s'se��l���p����°o SH�4o. B
3 oF g
w �- t
ouwu er rr¢Krn er:
v.R1l� N.WS.
MAX. FRAME WIDTH PER FLORIDA APPROVAL MAX. OVERALL FRAME WIDTH PER FLORIDA APPROVAL v�' ���"�"
(N.T.E. 86 7/8")
(N.T.E. 76 1/2")
6" MAX. 18" MAX. O.C. 6" MAX. 43 1/2" MAX. DOOR FRAME WIDTH
STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE 3"3' 3"3" 3"3' 3"3"
PIATE). SEE "FRAME ANCHOR REQUIREMENTS 6" MAX. 18" MAX. O.C. 6" MAX.
TABLE" ON SHEEf 1 FOR SCREW REOUIREMENTS
(SH00T BOLT STRIKE). 6" 6° 18" A2 A2 F
�MAX. O.C.� 6 6
- . --- . --- — --- .— . -- . - � — �
' FRAME SCREWS
6� �� � I 6' MAX. � OR INSTALLATION �
� a d � CLIPS WHERE �
� � � SHOWN. SEE
PPOSRE siMiurt � % � "FRAA�E ANCHOR
C2 INACTIVE ACTNE Cz C2 I• 5PA1� .I REQUIREMENTS
v � \ FRAME SCREWS OR �z z
7 7 v � o TABLE" ON SHEEf
v I• / •� �. INSTALLATION CLIPS OPPOSITE 1 FOR W
n NAIL FIN OR FRAME SCREWS OR � I WHERE SHOWN AT � REQUIREMENTS Z
INSTALLATION CLIPS
� BRICKMOLD AND THEIR ' MUWON ENDS. SEE
O1 ANCHORS IS OPTIONAL WHERE SHOWN. SEE "FRAME ANCHOR APPLCAB E AT�T ao 0
F � & SHALL NOT ACT AS "FRAME ANCHOR I I REQUIREMENTS TABLE" � SILL. �� F W��
v A SUBSTIlUTE FOR REQUIREMEMS TABLE" •I I• ON SHEEf 1 FOR •� � �� � �`�o
THE FRAME ANCHORS ON SHEEf 1 FOR � I REQUIREMENTS. c��' � N��
� SPECIFIED. NAIL FIN REQUIREMENTS (CLIPS � / � �� � ZQ�
� OR BRICKMOLD FAAY ARE NOT APPLICABLE w � � m� U ¢ �
� BE REMOVED WHEN AT SILL). _ � �g I
a � � REOUIRED BY OPENING w ci NAIL FIN OR �p S NJ�
¢ � � CONDfTI0N5 •I a o � � BRICKMOLD AND Jo W �a�
o x �• � X � THEIR ANCHORS w� a �
o � I � xa � � IS OPTIONAL & ��S
SHALL NOT ACT w O
� I• \ •I � �o I• .� ns A SUBST�TUTE WS z
�
W a FOR THE FRAME �� �
a �' �� B B •I n I. ANCHORS y�-'
� \ � � O •� FINEC�IRED. NAIL Ua �
= I HINGE SCREW INTO � �� i� \ •I BRICKMOLD MAY C� zm
� SUBSTRATE (1 PEF2 � BE REMOVED �p w a
� I HINGE. SEE "FRAME � 'I I� � .� WHEN REOUIRED az Zv
� ANCHOR REQUIREMENTS BY OPENING � � ���
•�z z •���
I CONDITIONS 3 a o N a
'� �� TABLE' ON SHEET 1 '� �' u'q '
� � FOR SCREW � � I I \ gN � S i
I• REOUIREMENTS. •I- I• .I �Z wZ��^
I % i ��"-�_
� 81 62 / I �v�i �ma
6 6 Bt B2 0�_
6" MAX. 6^ � 6 6 =3 c� a
� ,a`��g IEI� •vy
STRIKE SCREWS INTO SUBSTRATE INTERIOR ELEVATION: a a ��`�P��� ������/,`.�
(2 PER STRIKE PLATE WITH INTERIOR ELE1/ATION: �Z' :� �'•, `�F�
STANDARD SILL, 1 PER STRIKE DOUBLE DOORS SINGLE DOOR WITH SIDELIGHTS =��y�` o N '��"
WITH ADA SILL). SEE "FRAME SCALE. 3/4' = 1'-0" SCALE: 3/4" = 1'-0" �� � � p= �
nr�cHOR REquiREMErrrs ine�E" (FRAME SCREW & CLIP MOUNT CONDITIONS) (THIS ELEVATION IS APPLICABLE TO SCREW & CLIP MOUNT INSTALLATION ONLY) eZ:� � � '�
ON SHEET 7 FOR SCREW o�'eo, w '•` w
REOUIREMENTS (SHOOT BOLT �d ., � •
srRiKE). ALLOWABLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE ��'��b� "'QF�'�``�
(DOUBIE DOOR) (SINGLE DOOR WITH SIDELIGHTS) ��veeo�`pR�o�eOe 3
SEE FLORIDA APPROVAL SEE FLORIDA APPROVAL DFiAWING N0. REV.
1774 B
SHEET N0.
4 oF g
r
�. ��„ t
ownm ar: cnccKm e.:
• —•S � MALL W.vS
I.��_______ _____________��•I
VILT: MR
, /j�'SEE FL10354 FOR ,-�s u,izv�
��I j Iil�.Y/ WINDOW APPROVAL &
i I�i ill'�/ ANCHOR REQUIRENENTS
! AROUND WINDOW a
�•II� �II•� �
�II� �II �
�I I�� � �
���� ���� G �I
�•II� �II•� ¢
I I II I I�I FRAME SCREWS OR � I
��� � ��� INSTALLATION CLIPS �
3 'pI�� � � WHERE SHOWN AT �
3� •�L__________________—=J�• MULLION ENDS. SEE
3° � "FRAME ANCHOR
3" REQUIREMENTS TABLE"
ON SHEEf 1 FOR
I / / I REQUIREMENTS.
= SIMRAR I' SIMIfAR 'I W
c� CZ CZ Z
� / - 7
W �. / OPPOSRE .�v �� � Cjrno
� NAIL FIN OR �� a4 �o 0
�- � BRICKMOLD AND THEIR �� a N`�j
� I ANCHORS IS OPTIONAL w � Z<'-'
< t� I � I & SHALL NOT ACT AS �� � � �
� � � A SUBSTITUTE FOR THE o g�
o = �' / '� FR,4ME ANCHDRS '�o W o��
a W SPECIFlED. NAIL FIN OR W3 a
� BRICKMOLD MAY BE F�
� � �' REMOVED WHEN rn O
n � I I REOUIRED BY OPENING W g�
o a �� � CONDRIONS �� d
o � � � �r =
� � �• •� F¢ �
a
a �
� � �° � � � Z�
n � � �Z WQ :
U
O1 I � i FRAME SCREWS OR 4yZ Zv���
INSTALLATION CLIPS 3 W a�-<
� WHERE SHOWN. SEE gN � 'a;
� � W�"�m
"FRAME ANCHOR aZ wZ��„
I \ �I REQUIREMENTS TABLE" �?o�o
I � � ON SHEET t FOR , �N N�m�
I '� REOUIREMENTS (CLIPS � o�a
� � ARE NOT APPLICABLE el��n�s���f/ N3c>
I / / I AT SILL)• `0>�`�F�R„�`b��°i� g 3 a�
87 B2 � �
6" MAX. 6 6 :V�e.y�•� •��'����� u�
_"da`' � "6':y: N °"
v o Z w
.-+=
3' 3 3'3' a 3' 3' 3"3' +Z•� O * a ��2- a �\i`
43 1/2' MAX. DOOR FRAME WIDTH ��'; � y Q;��O� ,�-� � v`i�
MAX. OVERALL FRA(TEID76 P�2,LORIDA APPROVAL (SING EOD OBLWITH�SDIELGFITSR&SS�URoM ossib��h1��,�PRo�(��0w� � wz
INTERIOR ELEVATION: � �'r�ii�ioav �
SINGLE DOOR WITH SIDELIGHTS & TRANSOM SEE FLORIDA APPROVAL o,u,„„4 NU. NEV.
(THIS ELEVATION IS APPLICABLE TO CLAD FRAME DOORS WITH SCREW & CLIP MOUNT INSTALLATION ONLY) 1774 B
SCALE: 3/4" = 1'-0� SHEET N0.
5 oF g
� .�, s
SUBSTRATE BY O111ER5 PER FIN FASTENER STRIKE o�.m: acc�cu ar:
STRIKE SCREW FlXED PANEL DOOR
"FRA�AE ANCHOR REOUIREFAENTS PER ELEVATION SCREW PER OPERABLE DOOR
PER ELEVATION FRAME SCREW PER SUBSTRATE BY OTHERS PER � . � v�n,� a,e�s
TABLE" SEALANT BY OTHERS ELEVATION FRAME SCREW PER �yATION "FRAME ANCHOR "' 09�'}/'ti
BEHIND NAIL FIN ELEVATION REQUIRElAENTS TABIE" Z : �SEAIANT BY OTHERS
1 2 NNL FlN .
3�B� MAX. � WJL FlN 3/8" MAX. � �
SPACE _ � � SHIM AT i SEALANT BY
EACH ANCHOR OTHERS BEHIND ' EXTERIOR
-(Y NAIL FIN �
�
FI �
N FAST N
`,SFAIAM
E ER
I BY OTHERS PER ELEVATION SEAL SPACE WITH
SEALANT LOW D(PANSION
BY OTHERS . FOAM AROUND -
PERIMEfER OF �
, EXTERIOR DOOR FRAME
EXTERIOR SUBS7RATE BY
OTHERS PER
SEAL SPACE WITH LOW SEAL SPACE WITH LOW FRAME ANCHOR ,
EXPANSION FOAM AROUND EXPANSION FOAM AROUND REQUIREMENTS ��
PERIMEfER OF DOOR FRAME PERIMEfER OF DOOR FRAME TABLE" _.
J
W
SEC110N p� SECTION HINGE SCREW a� Z
A2 PER ELEVATION
, � SCALE. 1/2 FULL 6 = SCALE. 1/2 FULL 6 � � �o � �N o0
= NAIL FIN MOUNT `-' � � � �
W � � = FR4ME SCREW MOUNT SHOWN. SEE DEfAILS ON SHEEf 3/8" MA)C. SHIM �E WIDTH �W � N�o
� � 8 FOR DIRECT MOUNT & CL1P MOUNT DEfAILS. AT EACH HINGE SCREW W� o Qg N
� � SECTION �� �o " �g`�
�
SCALE. 1/2 FULL 6 '�o S o w a
�� w a�
(NAIL FIN MOUNT) W3 a
FIXED PANEL DOOR ��
O W �
FRAME/SILL SCREW wg '
PER ELEVATION EXTERIOR �� y
�U�
SEALANT BY r-a
OTHERS W� °�
_ SEALANT BY C j z m
OTHERS xZ ��o
Up W¢
QZ Z��^
�; r ` _.S ' :r��:T...,... . . ., . v�Z Z¢i�'n
��4� �- SUBSTRATE ••.. . , e_..' �; \`� �: " gv�i �a�b i
SHIM BY OTHERS �1/4" MAX. • . `SUQSTRATE BY OTHERS dz Wz���
OR GROUT / PER "FRAME SHIM PER "FRAME ANCHOR z4���w
OPERABLE DOORJ STRIKE SCREW ANCHOR OR GROUT REOUIREMENTS TABLE" �c>>om�
FRAME SILL SCREW PER ELEVATION REQUIREMENTS FRAME/SILL SCREW `�z���
� TABLE" STRIKE SCREW PER ELEVATION - =3c�.>
PER ELEVATION PER ELEVATION SECTION 6
SECTION g� B2 �3°�
SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 �``�`E71119SPp�e�' � W
a����°F'FEP" ���y�s� o �
=`VZ'Q,��tn a •��'��t�`' o w�
NAIL FIN & BRICKMOLD IS NOT SHOWN -�;W � w���� � �_
BUT MAY BE USED IN ADDITION TO ��'° o * � ¢��= �
'Z' � m�C�"O: cwi ¢
ANCHORS SHOWN. % :e , �, '"
v�'
CLAD FR,4ME SHOWN. WOOD ONLY �oa ....P� 0�> DMWING N0. REV.
� b 5
'�i'�Q'b� �•RO��ySva� 3
FRAME AL50 APPLIES.
�P°1111�0� 1774 B
SHEEf N0.
6 OF 8
�, �k, e
ownnri er: a�mcco ar:
` '� •� vRLL v.W.i
' SEALANT BY OTHERS • SFALANT BY OTHERS . P��' �TE
wi:�m
SEALANT BY OTHERS , z
SUBSTRATE BY • '. w�FlN ,
OTHERS PER . � o
"FRAME ANCHOR SFALANT BY SUBSTR4TE BY �
REQUIREMENTS � EXTERIOR OTHERS BEHINO EXTERIOR . OTHERS PER
TABLE" EXTERIOR , NAIL FlN FRA�AE ANCHOR �
REQUIREFAENTS �
FlXED PANEL FlN FASTENER TABLE�
DOOR FRAME SEAL SPACE WITH LOW PER ELEVAl10N SEAL SPACE WITH FIXED PANEL o
� SCREW PER EXPANSION FOAM LOW EJCPANSION FOAM DOOR FRAME
ELEVATION � AROUND PERIMETER OF � AROUND PERIMEfER ' SCREW PER �
DOOR FRA�fE OF DOOR FRAME ELEVATION �
OPERABLE SUBSTRATE BY OPERABLE
OTHERS PER
DOOR FRAME "FRAME ANCHOR ' DOOR FRA�AE
SCREW PER '• REQUIREMENTS �' SCREW PER
ELEVATION _ �- TABLE' , ELEVATION
J
W
HINGE SCREW . . STRIKE SCREW STRIKE SCREW
PER ELEVATION PER ELEVAl10N PER ELEVATION a� Z
:"' . • �Q F �iN o
0
3/B" MAX. SHIM FRp,ME WIDTH �� a N�o
AT EACH ANCHOR W � Z¢�
FRAME WIDTH 3/8' MAX. SHIM -FRAME WIDTH 3/8" MN(. SHIM m� o a �
SECTION �p AT EACH 5TRIKE SCREW AT FACH ANCHOR u. �� i
scn�: 1/2 FULL � SECTION p� SECTION Dz `�g S oW�
�
FRAME SCREW MOUNT SHOWN. SEE DEfAILS ON SHEEf SCALE. 1/2 FULL 7 SCALE: 1/2 FULL 7 W3 °W- ��
8 FOR DIRECT MOUNT & CLIP MOUNT DEfAILS. NAIL FIN MOUNT ��
� � FR4ME SCREW MOUNT SHOWN. SEE DEfAILS ON SHEEf o '"O
8 FOR DIRECT MOUNT & CLIP MOUM DEfAILS. �� �
NAIL FlN & BRICKMOLD IS NOT SHOWN �a � �
BUT MAY BE USED IN ADDITION TO �
�i Zm
ANCHORS SHOWN. c=,o �,�,fD m
aZ z..�'a.g^<
CLAD FRAME SHOWN. WOOD ONLY �z Wa=�^
FRAME ALSO APPLIES. 3v�, W�g��
W� �" ��
n-? w�o
��� so
�N�
o �a
„�� d
u 3+�
``a``,���RI I1�����s W
� a
e`�1��'�4 � •�/�' o �
�VJ •y � LLd•��� a ia
�W 7�t � �'J e � � u�iz
��i�U � ¢S 8".' r= �
i����p �c O:z n U a
y�ir'�Q d w ¢
�`
.�s yb, :��y` �
'o���P/llPAo°�°��� DRAWING NO. REV.
1774 B
SMEET N0.
7 OF 8
�,. �� �
DPAMI BT: OIELKm 0Y:
INSTALLATION CLIP SCREW PER INSTAUATION CLIP SCREW PER STRIKE OR HINGE SCRElN ` "'�s
�:n� o��
STRIKE OR HINGE
"FRAME ANCHOR REQUIREMENTS 'FRAME ANCHOR REOUIREMENTS PER ELEVATION �-� �ivi��
SCREW PER TABLE" (2 PER CLIP). ANGLE SUBSTR4TE BY OTHERS TABLE' (2 PER CLIP ANGLED 15 TO SUBSTR4TE BY OTHERS PER
ELEVATION SCREW 20-30' WHEN IMO WOOD PER "FRAME ANCHOR 20 DEGREES IF NECESSARY TO MEEf 'FRAME ANCHOR
SUBSTRATE. . REQUIREMENTS TABLE" EDGE DI5TANCE REQUIREMENTS) REQUIREMENTS TABLE'
3/8" MAX. , .S `
SHIM AT CLIP
tr /4" MAX - 3/8' MAX. � _
� SHIM AT CLIP
SEALANT � SEALANT �
3 BY OTHERS � BY OTHERS
Z INSTALlAT10N Z INSTALLATION z
N CLIP EXTERIOR � CLIP E7(TERIOR
SEAL SPACE
� WIETnH OWCE N0. B X 3/4" � WffH LOW N0. 8 X 3/4"
� EXPM1510N SCREW (2 PER CLIP) � EXPANSION SCREW (2 PER CIJP) W
s FOAM AROUND � FOAM AROUND z
� PFRIMETER OF 4� PERIMEfER OF
a� z
� � DOOR FRAME o o �o,
DOOR FRAME NAIL FlN & BRICKMOLD IS NOT SHOWN �,o � o
� STANDARD INSTALLATION CLIP DEfAIL , ALTERNATE INSTALLATION CLIP DETAIL BUT MAY BE USED IN ADDI110N TO g
� � �N O
W av�i��
(HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME. (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME. ANCHORS SHOWN. � � Z¢�
INSTALLATION CLJPS DO NOT APPLY AT SILL) INSTALLATION CL1PS DO NOT APPLY AT SILL) m� o Q-�
(FOR DEfAIL NOT SHOWN, SEE OTHER SEC110NS) (FOR DEfAIL NOT SHOWN, SEE OTHER SECTIONS) CLAD FRAME SHOWN. WOOD ONLY �o U �g �
330 g N��
FRAME ALSO APPLIES. W3 d �a�
r� �
0.024 � ��-1.703--I No �O
�
SUBSTRATE BY CONTINUOUS WOOD MEMBER LESS IN THICKNESS �'9�3 �4�2 �� �� �
0.024 w F =
OiHERS PER THAN A 2X_ BUCK TO BE MIN. 4 1/2" DEEP � Nc> �
"FRAME ANCHOR (NOT REQUIRED WHEN SHIM SPACE IS WfTHIN I OO �� �a
' REQUIREMENTS ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). � I (3003 H-14 v� �o
TABLE• 7.539 �- ALUMINUM) � I zm
�:� . . =z �'� :
�� f�� Oj DRIP CAP NAIL FlN �z wv
' (3003 H-14 ALUMINUM) a� ����'
�X
�3 W��b�
sEnniaraT g� W g��
BY OTHFRS az �z� �
STRIKE OR HINGE EX'fERIOR 6.187 TO 8.187 �����
SCREW PER _ �NZ�m�
ELEVATION & �
'FRAME ANCHOR FlXED PANEL o 0 0 0 0 '3�
REQUIREMENTS OPERABLE DOOR DOOR FRAME �3,�
TABLE" FRAME SCREW SCREW PER � o O o a o Q+ 1.875 `�e�0�����10/%
&R�EnL EATION FRAMEI�ANCHOR o 0 0 0 0� o�����GF�A t.dJ����i =� W
ANCHOR REQUIREMENTS ��`VZ`P '°�N�. ��'•��Gj�� Z N ,�g
REQUIREMEMS TABLE" � e tq�Wg4j � o•�!ryW� o N ��
TABLE' BENT PORTION OF CLIP MAY BE SNIPPED OFF 0.052J ���V �'� � ¢C-+� � �
OPTIONAL DIRECT MOUNT DEfAIL IF REQ'D FOR PIACEA�ENT TO DOOR FRAIJE. �Zy'� O � o;�� � �w
TO SUBSTRATE WITH SPACER O3 FRAME INSiALLATION CL1P %:6 •.,Z �'`�•'�o; " b6
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) �50 KSI STEEL) ���bb�'°•.......••'����
(FOR DE7AIL NOT SHOWN, SEE OTHER SECTIONS) �i��e�ipROF���`� 0 3
1774 B
SHEEf N0.
g oe g