HomeMy WebLinkAbout14-15366 ;
CITY OF ZEPHYRHILLS
? 5335-8TH STREET
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(sis��so-oozo 5366
BUILDING PERMIT
� �`-������PERMIT�INFORMATION �.. ,� .. ��` " :�"�.' . w.'�,.. 'LOCATION�INFORMATION��4���� ��=„w�� T�
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Permit Number: 15366 Address: 6033 18TH 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: PARK HILL
Est. Value: Parcel Number: 02-26-21-0180-00000-0430
Improv. Cost: 639.00 ��;,:.'�"°''``� � � iA� ~'� �� �� f}
;�<�OWNER�INF�ORM�E`TIO'N:_ �'-.,�::� :�
Date Issued: 6/10/2014 Name: BEACH, FREDERICK & FRANCES
Total Fees: 60.00 Address: 6033 18TH ST
Amount Paid: 60.00 ZEPHYRHILLS FL 33542
Date Paid: 6/10/2014 Phone: 813-783-2584
Work Desc: INSTALL GARAGE DOOR 9X7 �
�°�,'�:CONTRACTOR�S �' � „ °_ .,;., ,.� - , _ � . ._ APPLICATION°FEES � ��� _ • , '"� ��`
PRECISION GARAGE DOO BUILDING FEE 60.00
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FOOTER 2ND ROUGH PLUMB MISC INSULATION 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
� trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not�posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be 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 BEFO C.O.
CONTRACT IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
, ` _�`-� ----- • _______.____'—
.
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.�,�t� Accounting&Bflling: OPERATOR YES❑ No� EXISTING�DOOR:° �. YESm�.NOp = '- � �
, �° � Precision Door Service 2 6 7 7$ _ ,, ,,,; ;�;�
13737 Automobile Boulevard ,TYPE::�'Sec. .D One Pc❑Wood�,Steel,,Q+!'f�ierglass r;;� -
�1 Clearwater,FL 33762 MAKE MODEL .--.
(888)626-3667 License#'s HEADROOM: �6��'" " �
S ' �, C9806•C10151 HP 3/4 7/2 RAIL SIZE _ �
GD13001•GDI09324l5195 ��y��� �.
EXTRA REMOTES `� FLOORTO CEILING: ' �7 ,
;c� pLC.c1� /3l :.;,,�
+�jf,
custom Name KEY PAD �� �SPECIAL ORDER �'�`: Y(�f r' ��' �-!/_i,
�p��`J J'�`�+ � 2P�diyrh•'�/� ,�,�'��• SURGEPROTECTOR INSTALLDA7E:, • � '�� '"��PM�'
Addresz Clty � State Z�P �qRBON MONOXIDE SENSOR �� � ���"�'�'��
'There is a deposit of 50%required ori any special oider.door(s)
� �� � "�� -�gj'� � � OPERATORTOTAL 'NIow2-3weekstoreriival. `_ •
Home Phone Work Phone/Cell Phone
1 MODEL ��q w MODEL MODEL
� /
SIZE K � SIZE SIZE
� INSULATED R- ` ! N INSULATED R- Y / N INSULATED R- / N
WIND RATING , ! WIND RATING WIND RATING
I COLOR h�� COLOR COLOR
� GLASS Y I GLA55 Y / N LASS Y / N
� PERMIT �! N /�Dy� PERMIT � Y I N PE IT Y I N
I YEARS HARDWARE WARftANTY-PAflTS&LABOR ' /� YEARS HARDWARE WARRANN-PARTS&LABOR YEA ARDWARE WARRANTY-PARTS&LABOR
iYEARS PANEL WARRANTY FROM MANUFACfURER YEARS PANEL WARflANTY FROM MANUFACTURER YEARS PANEL WARRANTY FROM MANUFACTURER
� TRACK 15 LH TRACK 72 15 LH TRACK 12 15 LH
� SYSTEM �/EXTENSION SYSTEM TORSION/EKfEN510 SYSTEM TORSION/EXTENSION
iLOCK /OUTSIDE LOCK INSIDE/O S DE LOCK INSIDE/OUTSIDE
IHAULAWAY I N HAULAWAY ' Y ! N HAULAWAY Y I N
i TRIM / N IL TRIM Y I N TRIM Y / N
I VERTICALFRAMING Y / VERTICALFRAMING Y / N VERTICALFRAMING Y I N
HEADERBOARD Y � HEADER80ARD Y / N HEADERBOARD Y I N
I SPRIN6 PAD 1' � SPRING PAD Y � N SPRING PAO Y / N
�
�
IN0�` DOOR Nor�s: DOOR NO�' DOOR
� TOTAL TOTAL TOTAL
� OPENATOR OPEAATOR OPEAATON
ITOTAL TOTAL TOTAL
� ESTIMATE AGREEMENT TOTAL �3g�'' TOTAL TOTAL
I ❑I fully understand the explanatlon and the total pilce(s)given to'me,�,•"„, � �
h;
❑It has,been explalned,to me and I und'estand that my operator may liave been strained ocwom due to an unbalanced overhead ga�age dooc:The techNcian has informed me that there is no way � tomer Signature
to defettihe longeve'ity of my operator due to this possible shain.I understand that there is no guarantee orwarranty on a strained/worn operator,i(not replaced at the time of my garage door. �
�]I understand that my doar and my operator are cwo separate mechanlsms. Date
GARAGE NEEDS TO BE FREE AND CLEAR 6'BACKAND WIDTH OF OPENING. IF NOTTHERE WILL BE A$75.00 PER HOUR CHARGE TO MOVE ITEMS. SALES TAX INCLUDED!
I WE BEAT ANY WRITTEN QUOTE! :
METHOD OF PAYMENT ❑Cash❑Cheek# (Makeahe<kspayabletoRreci4onDoorService',Feechargedforrewmedcheckil BIIIlfl9:N0Y TECNNiC�nMi' /yy77�'.� � �
� Credit Card ❑Visa�MC❑Amex ❑Disc Account# Exp.Date Sec.Code Auth.Code DATE�a�/ � %
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�1� Q�Z�p�1��ll��S
BUILDING PLAN REVIEW COMMENTS
ContractorlHotneawner: ��,�'��St� �:L\�Y� �� �C.l�,..
Date Received: � ` ,��Y'
s���: �� � � ���- S�
Pexmit Type: _���"�9'�. ���+�
Approved w/no comments: Approved w/the below cornments: ❑ Llenied w/the below comments: ❑
This co�unent sheet shall be kept with the permit and/ar plans.
�j����� �i��
�uw a s 2a��
Kalvin Switzer—Plans Examiner Date Contractor andlar Hameowner
(Required when comments are present)
a�a-�so-oozo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received` ��2 f I�l Phone Contact for Permittin / �� — �3
Owner's Name r er�z/t �. 4 Owner Phone Number S�JS"��3�zS�`�
Owner's Address 6�3,3 /���JXee7` Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS O d 33 ��/ � s�c�� LOT# G�
SUBDIVISION /u�l� /T��� PARCEL ID# �Z�6 2/—O/�--p�— P�t/3a
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPUSED e NEW CONSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER ��5� .�.`r �-S✓`t
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK � � O C� C � r' I �, �`=L� %3SZ/. 6
BUILDING SIZE SQ FOOTAGE� HEIGHT
�BUILDING � VALUATION OF TOTAL CONSTRUCTION
63 g�`
DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r�` �
���
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � c� COMPANY �C���'! ��5�//��
SIGNATUFtE REGISTERED Y/ N FEE CURRE� Y/N
Address � 7/X/�•r�cadi�G a� �i�arz..�ei-�.�3 �Z License# �aC/���G�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� 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#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
-- --~-�-----blinimum-ten-(10)working-daysafter-submittaldate.-Requir2d-onsite,-Car�truc:ion-Pfa�s,-StormwaterPlans-rl/-Silt-Fe�ce-instaNed,---=
Sanitary Facilities 81 dumpste�;Site Work Permit for subdiv(sionsflarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requfred onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for�II NEW construction.
Directions:
Fill out applicaGon completely.
Owner&Contractor sign back of application,notarized .
If over a2500,a Notice of Commencement is required. (A!C upgrades over�7500) '
"' Agent(for the contractor}or Power of Attomey(for•the owner)would be someone with notarized letter from owner authorizing same -
OVER THE COUNTER PERMITTIPIG (Front of Application Oniy) -
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
s-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that 4his permi#may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility fo�compliance.with any
applicabte deed resfrictioris. �
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the awner has hired a conkractor ar
conEractors ta unde`ttake work, they may be required to be I�censed in accordartGe with state-and loca! regulations. If the
contractor is nat licensed as required by law, both the owner and cantractor may be cited far a misdemeanor violatian
under state law. If the awner or intended contractot are unce�kain as to what liaens9ng requirements may apply for the
intended work, they are advised to con#act the Pasco County Buiiding inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractars, he is advised to have the contrackar(s) sign
portions of fhe "contractoe Block° af this application for which they will be responsibte, !f you, as the owner sign as the
cantractar, that may be an indication that he is nok properly licensed and is not entitled #o permitting privileges in Pasco
Gounty.
TRANSPORTATION IMPACT/UTILITtES IMPACT AND RESOURCE RECCIVERY FEES:� The undersigned understands
' that Transportation lmpact �ees and Recourse Recovery Fees may apply to the canstruction of new buildings, change of
use in existing 6ui(dings, or expansion,of existing buildings, as speeified in Pasca 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
pe�mitting. It is further undersfaad that Transpartaf�on Impact Fees and Resource Recovery Fees must be paid priar to
receiving a "certificate of occupancy" or final power release. If the project does nat involve a certificate of occupancy ar
final power release, the fees must be paid prlor to permit issuance. Furthermore, if Pasco County WaferlSewer tmpact
fees are due, #hey must be paid prior ta permit issuance in accardance with applicable Pasco County ardinances.
CONSTRUCTION LlEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.QQ or more, !
� eertify that i, the applicant, have been provided with a copy of fhe °Flotida Construction lien Law—Homeowner's
Protectian Guide" pr"epared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", 1 certify that 1 have obtained a copy af#he above described clocument and promise in goad faith to
deliver it#o the"owner"priar to cammencement.
CONTRACTOR'SiOWNER'S AFFIDAVIT: i cerEify that ai! the informat€on in this appiicatian is accurate and that a!! wotk
will be done in compliance with all appiicable (aws regulating consfruation, zoning and land deveiopment. Application is
hereby made to obtain a permi# to do work and installation as indicated. I certify that no work or installation has
cammenced priar fo issuance af a permif and that all work will be performed to meet sfandarcis af at1 laws regulating
canstruation, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that 1 understand that the regulations of other government agencies may apply to fhe Rntended wo�k, and fhat it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are nat limited to:
, - Deparkment of Environmentai Protectian-Cypress Bayheads, Wetland Areas and Environmentafly Sensikive
Lands, Wafer/Wasfewafer Treatmenf.
- Sauthwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Wate�eourses.
- Army Corps of Engineers-Seawalls, Dacks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Enviranmental Health Unit-Vlfeils, Wastewater Treatment,
Septic Tanks.
- US Environmenta4 Pratection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. '
I understend that the following restrictions apply to the use of fill:� '
- Use of fill.is not atlavued in Flood Zone`"V"unless expressly permitted.
- If the fill material is to be used in Flood Zane. uA", it is understood that a drainage. plan addressing a
"compensating volume° will be subrnitted at tlme of permitting which is prepared by a professional engineer
licensed by the State of F�orida.
- If the fill material is to be used in Flood Zone °A" in cnnnection with a permitted building using stem wall
construcfion, i eettify#hat frli will be used only to fil the area within the s#em wail.
- If fill ma#erial is to be used in any area, I certify that use of such fill will not adversely aifect adjacent
properties. If use of fill is found to adversely affect adjacent properfies, the owner may be cited for vialating
the conditions af the building permit issued under #he attached permit application, for lots tess than one (1)
acre which are sEevated by ftll, an engineered drainage plan is required.
If I am fhe AGENT FOR THE OWNER, I promise in good faith ta inform fhe owner of the permifting conditions se#forfh in
this a�davit prior to commencing cons#ruction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, paofs, air conditioning, gas, ar o#her installafions nat spec�calfy included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authoriry to.vialate, cancel, alter, or
set aside any provisions of the technicai cades, nar shall issuance a�a permit prevent the Building Officia!from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shatl become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permif is suspended or abandoned for a period af six(6)months after the time the work is corr�menced. An ex#ension
may be requested, in writing, from the Building Official for a period nat to exceed ninety (90) days and will demanstrate
jus#ifiable cause for the extension. if work ceases far ninety(90}cansecutive days,the�ob is considered abandoned.
WARNtNG TC7► OWNER: YOUR FAILURE TO RECQRD A NOTICE OF CQMMENCEMENT MAY RESULT IN Y4�UR
� PAYING TWS�� FOR IMPROVEMENTS TO YOUR PROPERTY. IF_YOU INTEND TO UBTAIN FINANCING, Ct7NSU�T
VItITH YCtUR l.ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - �
FLORIDA JURAT(F.S.117.03} ��
a '
OWNER OR AGE���y� CONTl2ACTCIf�='=��
5ubs rfb and swom (o ffi d}before ma this Sy bscrib and swom to�rmed)be�re tne this
L— , `�'"`�"�t c::°�� /*(�N�iI�'L° �`t°�"t-�C
(p
Wha islare ersanally known ta me or has/have produced Who is/ar ersanally kn to me or has/have produced
- as iden#ifscatlon. as identification.
�
� Nota�y Public ~ "� Notary Public
Commissi ,_ Commissfion No.
',�"��Q''-�. ��a�,�S ��.6 ��F�P��O ,�,,,�,J,, p�pp�e np �+ ,pp
„�i•�• '+`}'s� .�'��`" w �If4tlL'Wi17 ��Y�tl�� �.A
Hame of ' ^n . , i mP ` ^ Name of tVafaty tyPed �,�o�"st����1SSt0�!#EE8649�9
��,�;��,.•` t`"'"�,"_ ,:;i��ty 93,2017 :`���F�;'�;' �XPlRES Janaary 93.2Q17
(407}398-4163 ��:xo, .��`�?an�ssySesv€ce.c�m (a07}39&'J133 FtozSdaNataryServke.cam
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Florida Building Code Online Page 1 of 3
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Florida Department� B�S Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts I Publications I FBC Staff BCIS Site Map j Links � Search �
Busines.. ��,,
Professi n�al � � PERauc tUApproval
Regulation
Product Aooroval Menu>Product or Apolication Search>Aopiica[ion List>Application Detail
�, ,, , FL# FL13521-R2
• �' ' � Application Type Revision
Code Version 2010
� Appiication Status Approved
Comments
Archived r
ALL tid�R�;S�i�LL C��I��iPi;i'WiTN A.LL
Product Manufacturer Amarr Garage Ddors p���I��L�rG CODE.S,FLORIDl�BTJjj,�jj��rG
Address/Phone/Email 165 Carriage Court c;�T�L,�i_�rl��iAL�LEv
Winston-Salem, NC 27105 Ci'rY �r V T� TRIC CG�JEATiD
336 251-1309 �F��pl�:R� � ti
� ) _..,��,�,�(��}!1���TC�s
i danny.joyner@amarr.com
Authorized Signature Brandon Gentle �EVr�w p��.�
brandon.gentle@amarr.com C� s
�'LANS�E`��HYRH�L�S
Technical Representative Brandon Gentle ��/!► ER
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1308
, brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior poors
Subcategory Sectional Exterior poor Assembiies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
�'' Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who Thomas L. Shelmerdine
developed the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date Ol/01/2015
Validated By Steven M. Urich, PE
iv� Validation Checklist- Hardcopy Received
Certificate of Independence FL13521 R2 COI Statement of Independence revised.odf
Referenced Standard and Year(of Standard) Standard Year
' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
Florida Building Code Online Page 2 of 3
„
r ,
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/13/2013
Date Validated 02/18/2013
Date Pending FBC Approval 02/22/2013
Date Approved 04/09/2013
�Summary of Products
FL# Model,Number or Name Description
13521.1 Stratford, Heritage and Oak Dwg. IRC-6016-155-26-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6016-155-26-I Drawinq 7-10
Approved for use outside H!/HZ: Yes FL.odf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +37.0/-41.0 Chact.pdf
Other: Verified By: Thomas L. Shelmerdine FL PE#0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-155-26-I Evaluation Report
7-10 sealed.odf
Created by Independent Third Party: Yes
13521.2 Stratford, Heritage and Oak Dwg. IRC-6009-150-15-I,Thru 9'wide.
Summit Models 600, 650 and 950
Lienits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-150-15-I Drawinq 7-10
Approved for use outside HVHZ: Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +35.6/-42.1 Chart.pdf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-150-15-I Evaluation Report
7-10 sealed.pdf
Created by Independent Third Party:Yes
13521.3 Stratford, Heritage and Oak Dwg. IRC-6009-169-15-I,Thru 9' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-169-15-I Drawinq 7-10
Approved for use outside HVHZ: Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +45.3/-51.2 Chart. df
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-169-15-I Evaluation Reqort
7-10 sealed.odf
Created by Independent Third Party:Yes
13521.4 Stratford, Heritage and Oak Dwg. IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600, 650 and 950
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
�'lorida Building Code Online Page 3 of 3
! • I Limits of Use Installation Instructions
' Approved for use in HVHZ; No FL13521 R2 II IRC-6016-140-24-G Drawina 7-10
� Approved for use outside HVHZ: Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +29.7/-33.8 Chart.vdf
Other: Verified By: Thomas L. Shetmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-140-24-G Evaluation Renort
� 7-10 sealed.odf
Created by Independent Third Party: Yes
13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL135Z1 R2 II IRC-6016-130-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.pdf
IImpact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +25.6/-29.1 Chart.pdf
Other: Verified By: Thomas L. Shelmerdine FL PE#0048579
' Created by Independent Third Party:Yes
' Evaluation Reports
FL13521 R2 AE IRC-6016-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party: Yes
13521.6 Stratford, Heritage and Oak Dwg. IRC-6009-130-15-I
Summit Models 600, 650 and 950
Limits of Us Installation Instructions
A for use in HVHZ: No FL13521 R2 II IRC-6009-130-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +26.7/-31.6 Chart.pdf
Other: Verified By: Thomas L Shelmerdine FL PE #0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party: Yes
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
14GA CENTER HINGE ATTNCNED 13 GA CN4fERCIRL
13 W GALV.C@AIERC]AL 0 V/U)1/�'K 3/4• 2. 70P P1%TURE A7TACNED V/
TLiP R�LLER HRR[KET HE%HEAD SLREVS f4)1/1'x 3/�'HE%HEA➢SCRE'.'S
ATTACHED V/(17 1/1•r ADJUS7ADLE SLIOE BRPLKET ATiAtF�D
3/�'HE%HEAD SCREWS • V/�2)9/16'��/4'BOLT NID NUTS
PER HRACKET 9•20GA STRU7S ATTACHEO
V/f2)1/4'%3/�' O Ps .A enf w.N(MSpp 6�_55p)
HE%IffAO SCREVS AT ,� 24 GA SK1N(M930)
CENTER STI�E
JUSTAHLE R�LER CAqR1ER
A l�CMED V/(�3/16'•
3/4'HOLT 6 NUT PER waze��+.*.ur
BRRCKET
TYPICAL TOP FIXTIIRES SEE PAGE 2 FOR OPTl@!�L
.N.T.S 1 GLAZEO SECTIONS STRU7 � �� SPLICE TRACKS AT 7H1S LOCA710N
seE cTAeLE�ON ar�ce 3 Fe+ r�D STI�E LaYOUT TYPICAL CENTER HINGE / o � W/(4)7/4'-20 TRACK SPLICE
REC@1NEIIDED SELTI@�COK'IGURpTJ�N N.Li G BOLTS&NU15,SECURE TO JAMB
1 5 vnrn(a�s/is•oin.x�-s/e•
i LAG BOLTS
5
e07TN1 BRACKET �P�«�
� E'20GF.STRUT 13 GA THILK ATTACHED (7J 5�16'DIA x 1-5/B�
A77ACHED V/ V/(3)1/1'%3/�' LAC BOLT ATTACHED TO JAMB
t2�I/�'%3/4• IE%N[nD SCREVS qT EA.JAMB BRACKET
HEX HEAD SCRE4S
T �T END AND CENTER
��P� STLLES I QID HINGE
N• • 14 G0.
3 :o: _ ,z�a mu.v.s,�
crxawcro
G ATfACHED W/(1)1/4�-20
n TRACK SPLICE BOLT k NUi
7HROUGX 2'10 HALL STEEL OR 10 HALL
nmoss�mrts 2 4 ( H NYLON ROLLER V/S•S7E17 OR(2)RIVETS
NOT SIWN
��n TYPICAL HOTT�M BRACKET
KT S 4 3'Y 20 G0.SiRUTS B
� U)PER SECTIDN
6 STILE STIFFENERS 4) ,
B LOCFTED IN HINGE HOLE(9
��= =�=' p ON TOP SECTIDN M1LY A
XOLES FOR STFUT ■7p GA STRVf
SEE TAHLf 4@!PAGE 3 � A ATTACi�VENT�iF STRUT U)0!1 HOTTNI SECTION
FOft ST2L[Pu[En[MS EE RASIE U PAGE s Is REOUIREW SEE<TABLE 3)�IJ PAGE 3
F�STpIlr SPnciNG �� OTfON BRACKEf FOR JAMH HRACKET SPIICING
9'-0'HA% ���£��,'S ATTACHED
xH w�(a)��'M 3/4' TRACK CONFIGURATION FOR 6'6' UP TO 14'TALL DOORS
INSIDE ELEVATION VENTS PNOVIDE 70 sG m. ' �" H HE srRews
N.T.S (62 sq.InFOR UPT]ONAL ., �(• N.T.S.
VEl1n�UNOHSTpUGTE➢
A1R FLOV EACIL p O CO i,57�{,PEf EIt
o O WJ�COHT.B7Y S�
fSy p66RPi'pN fF fQ.N901b DAIE BY
0 11 GA EN➢{QNGE PTTACHE➢
V/!2J]i�•x 3/�• TYPICAL STILE STIFFENER A tA9A1E0TOFBCT010 11/Y9/12�R
HE%HEAD SLREVS 5 ,j�TION A—A (�JD VI W) B AOOED(iARVC NOIE 1 RR
3'BOGA.STRUIS N.T.S N.T.S
ATTACHED V/(2) ^ t��Illl�le ��°+
1/�'H 3/1'Ffl( MAX SIZE \@e 'fs
HEAD SCflEVS TO END TILE V/�(2�1/1•T��1' TVD(a ROVS Di'TNREE(� 9�%14� � e��a6�, SkE(�,j'�i �'�"
HE%NEAO SCREVS PER CARRIER' VEMS EoLt4LS IS 50.INCHES INTERIOR OF CARAGE 0 lC,�!i� z
0�VENTPLATI@L DESIGN LOAD �� �ee,��P,•���I�Si��7 e
•i,w.v +26.7 PSF w� 4 O; �' �fi 8
_ ��r MA%.WIDiH 9'0� -37.8 PSF W u 4 ti e ',Ct� L
''^`�^' Y 10 HALL STEEL¢7 10 HFLL e' WO OO 9 . �
o NYLON R�LLER V/S•STEM o J- 1E$T LOADS a � '�� ,� •*
L A R G E M I S S I L E DESIGN LOADS +40.1 PSF �� �°
TYPICAL END HINGE 3 � � �'�19 f� �Q.�a' .
N.T.S IMPACT RESISTANT —47�aP� �� �:�. STA�[ OF :�
+,so.s i.es/Fr s�No�z $a w,�
-142.2 LBS/FT �- �'' �(
(1)5/18'DIA�7-S/B' 2 X 6 SW Ofl SPF MISSIGLE J e '�••'G �n���P•`,��'�LL
LAO BOLT.pTfACMm TO JANB (N0.2 ON BETfEF) OPTIONAL VENT DETf17 6 IMPACT E� ���e �•�'�� �3
SPECi1Gl1IX15�f10 NOiFS 7B � y 0
A7 EA.JMtB BR�GtEr rtrs �'moN nic m^a�i�"i°c°�b roiaws�m iomixc�nnw�.iti�°�' RESISTANT ��F� ,O�'�8s���g Dt�O`� ��
OPTIONAL STOP 7NE NOItl20NTAL JA48 Ofl I�ICE71 NECFJV6 NO POHiWN Oi 7HE LOAO
20 W CENTER STtLE �DING nv,nv[iaxm mou m[000p.�5 /y�+y+
iiaa�i�es�i�'O-iisza�/r*u�vuwu omcri tn�os at W//
z ooaas um wnowinc veu ee omcxco,uu�ur�crvnm
,vm wsrwm�xn/srNmu+w ws scr rm.x ar o.�w,�
TFiE METHOD OF TE5iINC WAS M SUBSTANIIAL 4.DOON SELRIGN9 91ALL LE L'6�YPl(.0f97 q0.1ID fdiMm 116`1T 769[RRR[AG[COVRT VINSTlIIM-SN.EW N.G znm VvVwwRR.CWI
CONFORMANCE lN7H 7HE PROCEOURE UESCRIBED IN ASTM CouYFNOII Wum
E330&E1996,ANO DASMA 108 k 175.iHE PRESSURES e.91PPa3TT�o Sr+UCNRAI E1FVFN15 SxN1 BE oE4cxED
410riT!ON 1HE DRAri7NG5 WEfiE CALCULATED USIN6 ASCE BY A PEG6i11ED GNOi64MIK FH4tNFFEF PIXt YAMD lAM4 6SODBL �860 OAK 3UMAtIT SSRIES 1000 & 20D0
2a cA.cALV.s7EEL ramann o,n�uxnr,v+o a wmnox io o7xrn tn�pNa9.
END S71LE 7-10 WITN 7HE FOLLOW7NG PARMIElERS(5 FEET OF DOOR LSODII. �BOO STRATFORD SBRIIES SO00 AC ZO00
7/16'otA BaU RE7NNER WIp7H IN THE END ZONE,ROOF AT ANY SLOPE): 0.wuu+u�u��cfuR[s u+o orsiwavi[.s aN+ncc ooa+s uxom wxr
���P�RQ� giANp UgpS pIFASE$�11MR-YANUf11C1UpFD PRIVAIE UffL dMT �iODEL�860 HSRITAGE SERIES 1000 $ 2000
1/h20 x 5/8'TRACK N1ND SPEED NPM 16B 152 115 138 1J3 �nrt P1hnEH�E of EMVUFM vaoWCls ica wuotnin.wvrrovu.
SPLICE Bm7 AND NUT 2'CAW.SfEEl 7RACK E7�OSURE IEYEI B C C D D �.A�10 TI�B�FS 011 lNE�AGE]fON IDDfnONAL oaaN NtDlliS � ��� � p,q[ 11�IE�09 DRAFR�C FBAS4R
OR tv RIVETS 7PACK t1UG1R1E55.051' MEAN ROOF HEIGNT 30' 15' 25' 1S' y5' '��o[5v+viesai�fs
TF2ACK MOUNTING DETAIL 6 PAN6 STNIP DOES NOi EiFECi NNDlAAD GPAB6171E5. B p�p¢p gy �IC UAR It/IB/09 IRC-6009-130-15-I
N.ts 9R1 I fF J
.o�•GALV STEEL WTERI�R IMPACT VINO�V FRAryE WOOD JAMB ATTACHMENT TO STRUCTURE
A33'WW STEEL E%TERIBE 7MPACT VINDOV FRAHE V/S•HiTE ON 0.ASS
N�LDEDTE%�fEPiEE�vlt��i��I�abE 2s G0.STEEL DWR SKIN 5/16'%3'LAG SCREWS STARTING 6'FR@4 ENDS THEN 24'D.C.(1 I/2'EMBEDMENT)
5/16•nVERALL 2 X 6 VERTICAL JAMB ATTACHMEM TO 2.000 PSI CONLRETE
1�8•[LEaR AxNEALED GLqSS NILTI KWIK BOLT 3/8'X 4'STARTING 6'FR�M ENAS THEN 24'O.C.(2 1/2'EHBEDMEN7>
090'PVB INTERLlYER HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(1 I/4'EMBE➢MENT)
1/B'CLEnR ANNEnLED GLASS !TW/RAMSET REDHEAD(TRU-HOLT)3/B'%4•STARTIN6 6•FROM ENDS THEN 24'O.G C2 1/2'EMBEOMENT)�
MANfIPqCTURED BY GUMDIRN �X R V RTIC I JAMB ATTA.HM NT TO H� OV —90 H�.K
SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF f pSTENFRS
�, C3'APART)AT 24'D.C.(1 1/2'EMBEDMENT)
SUREBOND SH-l90 HILTI 1/4'X 2-3/4'KMIK-CON II+SCREVS STARTING 6'FROM ENOS,USE PAlRS 0�
3 2 57RUCTUtaL ADHESIVE FASTENERS C3'APART)AT 24'O.C.tl 1/4'EMBEDMENT)
L 3/Ib•X 1/2'SCREV-USm�TO P X 6 V?TI-A �AMe ATTA.HM NT TD .RI7 T D -90 B 0 K(000 PcI •RO�n
FASTEN THE S7EEL ExTERIOR IMPACT vINDOV FRAME i0 HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM END$THEN 24`O.G CI 1/4'
iHE STEEL INTERIOR IMPACT VIlIDOV FRAt�E. EMBEDMENn COR,USE PASTENERS FOR HOLLOW C-90 BLOCIQ
J.SV6P%L2'SCREV-USED TO iASTEN DECORATIVE PL1ISTIC MOLOED
VINUOV FRNNE TO THE ASSEMBLY �LAGS AND BOLTS LAN BE CDUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFALE.
�PREPARATION OF VOOD JIIMBS BY OTHERS
SECTION B-H IMPACT M�INDOW DETAIL Moon CONCRE7E H�LLOV BLOCK GROUTED BL�C
N.T.S. � STRUCTURE STRUCTURE STRUCTURE STRUCTURE
x
B
� I I
1/� 2-3� 1-1/2'MIN 4'
19' 2%6 JAMB
TYP. 3'MIN
•q• •2 4 'Y 3• •
�
10-5/8' Z
IMPACT GLAZING FHSTENER DETRIL
N.T,S�
IffY OESptPIION fF 1�490H5 DAE BY
A UPoAIED TO!BC ZOIO fl/29/12 I&p
B ADDED QA7P7G NOIE fY/!0/12 IdR
s B DESC SIIAAD �� �ee�,°Q�,S�;�SHE(��q�ore� �ei
3' 20GA. STRUT LOCATED AT THE TOP +2s.7 PSF W� �e���;:�,�GENS�•,'/s� �7�
� :�AND BOTTOM OF GLAZED.SECTIDN -37.s Psc' �LL��2.; NO U04 �l �`,���
�/ATTACHED W/(2) 1/4' X 3/4' HEX HEAD a6� '7 ��
SCREWS AT END AND CENTER STILES resi�oaos e�a � � (•�* �
: +40.7 PSF ��m�e �Q�3
TOP SECTION -47.4 PSF EN:;.n� S-`�� OF a� °�
uRCe ��:;�:�.�,c, P a�w;fi�
Missi� �$ °. O R ifl��jo�a` ��3�'
IMPACT 5 s• �
RESISTANT F�+6�°'����oCaBn6ea°sa� �g°N
�
� 5 � � a�7
.
INTERMEDIATE SECTIDN g � � . � �� 16s CnRxuWe Cow7.Vleuiw-SnLO4 N.c, E71oe vw,�wVtR.eOn
GLA21NG OPTION DETAIL MODEL�860 OAK SUMMiT SERiES 1000 & 2000
N,T,S, MODEL 7�800 STRATFORD SERIES 1000 k 2000
MODEL�050 HERITAGS SERIES 1000 & 2000
❑PTI�NAL SH�RT PANEL GLAZED SECTI�N STRUT AND STILE LAYOUT s� pwuxer o2c onh u/�e/o� aurwcxu�mm
AVAILABIE TRACI(CONFl0.IRATONS 8 a[atm eY �s ah n�te/o� IRC-6009-130-1`,rl
N.tS 9EF1 1 Cf 7
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TABLE 1 TABLE 2
STRUT SPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 �/6 #7 #8
HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21"
6'6" 5 1/2" 18 1/4" 36 1!4" 54 1/4" 67 1/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 73 1/2" 13'0" 21" 21" 21" 18" 18" 18" 18" 21"
T 6" 5 1/2° 15 1/4" 33 1/4" 51 1/4" 691/4" 8�° 12'6" 21" 18" 18" 18" 18" 18" 18" 21"
8' 5 1/2" 181/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" 12'0" 21" 21" 21" 21" 21" 18" 21"
8'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21"
9' 5 1/2" 15 1/4" 33 1/4° 51 1/4" 69 1/4" 87 1/4" 99" 11'0" 21" 18" 18" 18" 18" 18" 21"
9'6'' 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21"
10' S1/2" 181/4" 391/4" 601/4" 781/4" 961/4" 1091/2"
10'6" 51/2" 18 1/4" 39 1/4" 60 1/4" 81 1!4" 102 1/4" 115 1/2" 10'0" 21" 21" 21" 18" 16" 21"
11' 51/2" 181/4" 361/4" 541/4" 721/4" 901/4" 1081/4" 121 1/2" 9'6" 21" 18" 18" 18" 18" 21"
11'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 127 1/2" 9�0" 18" 18" 18" 18" 18" 18" ~
12' 5 1/2" 18 1/4" 39 1/4" 80 1/4" 81 1/4" 102 1/4" 120 1/4" 133 1/2" 8'6" 21" 21" 21" 18" 21"
12'6" 5 1!2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18'• 21"
13' 5 1!2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1/4" 145 1/2" 7'6" 18" 18" 18" 18" 18" I
13'6" 5 1/2" 18 1/4" 39 1/4" 60 1!4° 81 1/4" 102 1/4" 120 1/4" 138 1/4" 151 1/2" 7'0" 21" 21" 21" 21" �� I
� 14' 51/2" 181/4" 391/4" 601/4" 811/4° 1021/4" 1231/4" 1441/4" 157'I/2" 6'6" 21" 1B" 18" 21"'
■MDITIONRL STRUTS MAY BE ADOE➢TD DIIOR VHEN GLAZED FOR COIMTERBlLANCE pURPOSR I
TABLE 3 TABLE 4
DOOR 7RACK ATTACHMENT SPLICE Section CenterStile Location ���9n Loads
HEIGHT A B C D E F G H S � - Panel Type (Measured from Left ���
6'6" 3.5" 21" 39" 57" 70" �dth Ed9e� Positi�e Negiti�e � ��� DA� �
7' 3.5" 21" 42" 63" 7g^ ��) (PSF) (PSF)
A UPOAED TO iBC 2�I0 tl n2 IpR
7'6" 3.5" 18" 36" 54" 72" 82" 8�� S��,Oak Summit 48.000 29.9 35.4 B fiUDEU AAmIC NO1E iarea 2�n
8' 3.5" 21" 39" 57" 75" gg" 8'�0 Lo�g 48.Q00 29.9 35.4 uwc.srze �- ���u���eu��a sa
8'6" 3.5" 21" 42" 63" 81" 94" 8'i2 Short,Oak Stunmit 49.000 29.3 34.7 9•x�a' �� ���0�5�. SHE(�°io ��
9' 3.5" 18"'36" 54" 72" 90" 100" 8'2 Lon 49.Q00 29.3 34.7 DESIGNLOAD C ��e�Q.;.CEN•.., �°, Q I
9 +zs.�PsF
a� ."O;.v\ S�c'• i'0''i `�8
9'6" 3.5" 21" 39" 57" 75" 93" 106" S'4 Short,Oak Summit 50.000. 28.7 �},O -31.6 PSF �LL a�. 2 a��
�gd�: Nn 0�4 /,g1,•�`.:a
10' 3.5" 21" 42" 63•, 81" 99" 112" B'4 Long 50.000 28.7 34.0 �sr�onas `' dr� ' (•;*�`�
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'6 Short,Oak Sianmit 51.000 28.1 33.3 +40.1 PSF ��m„o: ;Q�< I
-a�.a PsF ,,Tl�TE OF
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Long 51.000 28.1 33.3 °� ;.��• � 'tLw°^z
LARGE �" y � 'C P•'�'�o° �LL
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'8 Short,Oak Summit 52.000 27.6 327 MISSILE � ° �°�•L O n►o=•�y��.• 3 '
IMPACT �� �p�.CSS+ •......e �e0� .�'7 �
12' 3.5° 21" 42" 63" 84" 105" 123" 136" 8'8 Lang 52.000 27.6 32.7 RESISTANT ��F� °oaBp9��Ap°�;o0 �,a
12'6" 3.5" 21" 39" 57" 75" 93" 111" 129" 142" 8•�10 Short,Oak Summit 53.000 27.1 32.0 "
13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'10 Long 53.000 27.1 32.0 a]�'
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'�0 Short,Oak Summit 54.000 26.7 31.6 •
14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" �ss cxMUCE munr vnnm+-sn�,r+c e»ae vw.nNU+aomi
9'0 Long 54.000 26.7 31.6 �{ODII.y850 OAK SIJMMIT 9fiRIES 1000 k 2000
ALL 7RACK ATfAqIMIXf SPAtlNC+/-2'ALL.OWED M97H SYP OR�F N0.1 OR BETfEFi ONLY MODEL�BOO S1'Rd1'FORD SERIES 1000 & 2000
MODII.�950 HERITAGE SERIES 3000 B 2000
� STff 0.9AYH BY OPl UAR II/IA/09 Oft1YID10 MAHR
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