HomeMy WebLinkAbout16-17042 i CITY OF ZEPHYRHILLS
` 5335-8TH STREET
(813)780-0020 � 1�4'2
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17042 Address: 4934 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: 14-26-21-0010-00100-0130
Improv. Cost: 853.00 OWNER INFORMATION
Date Issued: 2/16/2016 Name: BAY TO GULF HOLDINGS LLC
Total Fees: 60.00 Address: 1406 N DALE MABRY HWY STE 300
Amount Paid: 60.00 TAMPA FL 33607-2506
Date Paid: 2/16/2016 Phone: (813)321-0166
Work Desc: INSTALL GARAGE DOOR 9 ' X 7 '
CONTRACTOR S APPLICATION FEES �
PRECISION GARAGE DOOR BUILDING FEE 60.00
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Ins ections Re uired
FOOTER 2 D R U H PLUMB MISC INSULATIO EILING
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.
TRACTOR SIGNATURE 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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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
. ,
Contractor/Homeowner: � ° �( l�'1 � �' ���
Date Received: 2 — ��--�Ip
Site: � qc3� � � ��
Permit Type: �� 7 �� �.
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� � /� /
Kalvin Switz — ans Examiner Date Contractor and/or Homeowner ,
(Required when comments are present) �
�,_°""-- `
�1 Fax 813-780.0021
s�aaeaoozo City of Zephyrhills Permit Application ' \
� Building Department �
�
' Date Recelved �_ �l phone Contactfor Pertnitting �."� � G�.3' G
Owners Name 7 fo ���� /-/0�U�n S L L C Owner Phone`Tt uinbe���3� Z(—���b +
Owners Address ��°� /� �A�� ��' H�+j� ST� d0 Owner Phone Number
� Fee Simple Titleholder Name Owner Phone Num6er
Fee Simple T7tleholder Address
JOBADDRESS y"I 3�I �yrti S'f LOT# �
SUBDIVISION ��Q r�f PARCEL ID# �N�Z'G�Z�^QO J p-00/00 - O 130
(OBTAINED FROM PROPERTY TAX NOTICE)
' WORK PROPOSED e NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
I PROPOSED USE � SFR Q COMM � OTHER eL��. 7�.I. o�
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q
DESCRIPTION OF WORK ` C O (;(<r r0�- �,)a O r �J� L�� �3 sZ�•6
BUILDING 51ZE SQ FOOTAGE� HEIGHT �
TTrIT11TTTrTITTrrTrT1"ITTrTI"ITTrTTr1TTITrTTrTI"1"I�TP7"T�
QBUILDING $ g S��OO VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ � 1�O� " -
O
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
iOGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
� �T���.T��������.-.-r���.-.-.�7����T,L������fC G 1 S I o✓1 •�r •d'C f V�G t��.��
BUILDER U COMPANY
SIGNATURE � REGISTERED Y/ N FEE CURRE� Y/N
Address �3�737 14v"�MEto� ��- g�V� License# Ga�1'ts91G3
ELECTRICIAN ` COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA 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#
IIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Piot Pians;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnitfor new consWction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Siit Fence installed,
Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Buiiding Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construdion.
, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&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 requfred for all NEW construction.
-.�1-.4�4-1-t-.L-1-1-1-F4-�4-f-1-1-1-1--�1�-1-�1-.FI-.��t-.F�I-.t-t-a-.i-4-f-4-f-FI.-I-1.-F�1-�1.-t-FI-.�1-.4�I-.�I-.F�1.-1-1-.f-+-
Directions:
Fill out applicaUon completely.
Owner&ConVactor sign back of application,notarized
I '+ If over$2500,a Notice of Commencement Is required. (AIC upgrades over 57500) -
Agent(for the contractor),or Power of Attomey(for fhe owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shfngles Sewe�s Service Upgrades A/C Fences(PIoUSurvey/Footage) � '
Driveways-Not over Counter if on public roadways..needs ROW
,
NOTICE OF 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 will 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 entitied 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 aiso 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 WatedSewer 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 applicant, 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 all 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
ommenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
Q� ��'+" ,�r�:�,uction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
eftlft'�,'t�}�I understand that the regulations of other government agencies may apply to the intended work,and that it is
�� sp��bility.to idenfify wfiat 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.
'r,t 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 materiai is to be used in Fiood 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 fili 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, welis, 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
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.
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
i WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03j
OWNERORAGE CONTRACTOR ` `
Subscribed and swom to�g ffirtned)before me this Subscribed and sworn to( r affirmed)before me this
- —/ by �O—� b
Who Is/ar rso ally know to me or hasfiave produced Who is/are ersonall no to me or has/have produced
as identification. as identification.
� — s
,� Nota ic NotaryP blic
,` ��,� 59 �
Commission No. ar,��QOVw���t�1��O Commission No. �, v����9
�����4,�.�����t ga�+`�� �,�99�� 0��1,'���
��991
Name of Notary typed,p' gdar, am�����a�������t a Name of Notary typed,printed or st=� � ���`����e����4Hpt�,
* ', �� ao�,dc * ��n�t�t
�zap�a� STATEOF°��
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7-�-�- �`�`{�`��1� __._ __y., . , ,
�lu�.nor,� Accounting&Billing; Q � (^ � p "'�'
��� � ,�� . PiiECi510N GRRAGE DC?OR SERVSCE U a j �PERA70F� ves❑ No EXlS�'lR1G.Dt?OR YEs.p r�op
' .��� 13737Aufomobi�e 8tvd, MliKE MODEL �TYAE:�Sec, ;�'One Pc.'�Wood 0`Steel,;[,�'fiberglass.
Cleat^water,FL.337G2 License# � 'i
$SEAVIG� �888)'626-3667 CBC1259763 HP 814 lfZ RAlLSIZE HEAOROOM:';- - .��� .� "
� I � K�l( EXTRA REM07ES VL�, FIQOR`fD tElLtNG:. � �. �
• d/L, � i��i C•'� cr( (Nf _l� rG•i�'� t� � '
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Customer Name KEY PAp
1� ! SPIE�IAL ORQ YE'�5 �o
L��J ��f I l�� f7 f � C'- 'G/ip/�'��r�i i. l�S %/��,,� SURGE PROTECTQR ' `�' ' ,� ' (Q ,AM 7 PM
t WSTqLL�DATE:�' - �•. � '
Address City SYate Zip � , . , , �
CARBONMONOXIDESENSOR �'Tfie`reisatle o'"of50"fare uired'
p` q yspeciaf'orderddor{s).
� ��,�j � � � j` � � �U ��� � UPERATOR 70fiAL ' ee s fora'rrival:
Hame phone Work Phone/Cell Phone
MODEL �E.' {' c ",h GL�t-Z- i�� ��',?f �'' MODEL MODEL
- size � G '" w�.c{"l ".�.' ` si'ze size
INSUI.ATED R- Y 1 tNSULATEO R- Y 1 N WSULATED R- Y / N
��WIND RATING G � ?.• ll J-�l! i"�'� -WWD RATING WIND RATING
`.COLOR J�a li �T'G ' COLOR COLOR
GLASS Y ! f3' GLASS Y t N GLASS Y 1 N
C G"jt�
P.ERMIT Y, / N PERMIT Y / N PERMIT Y / N
YEARS HARQWARE WARRANTY-PARTS&LA80R � ,� ����,� YEARS HAftDWARE WARRANTY-PARTS&LA$OR YEARS NARDWARE WARRAN7Y-PARTS&lABflR
YEARS PANEL WARRAMY FROM MANUFACTURER � �A� YEARS PANEI.WARRANTY FROM MANUFACI'URER YEARS PANEL WARRANTY FRQM MANUFACTURER
('.";7 �
TRACK 12; 75 ll�' � • TfiACK 12 15 � tH TRACK 12 15 LN
SYSTEM G..TLI(i510RF/EXTENSION SYSTEM TOR510N/EX7ENSION SYSTEM TORSIbN/EXTENSION
�.�^"-�� - �fty
LOCK c�i� 'OU(SIUE ,�, ' COCK !NSlDEIOU75(QE LOCK ltVSJt3ElflUT5it7E
HAULAWAY Y / N HAULAWAY Y / N HAULAWAY Y / N
r+
TRtM Y)1 M �`�� TRlM , Y 1 At TRiM Y t N
VERTICAL FRAMING Y / �I VERTICAL FRAMING Y / N VERTICAL FRAMING Y / N
HEADER BOARD Y �{1�' i-IEADER BOARD Y 1 P2 HEADER BOARD Y 1 N
SPRING PAD � � N {� ���1 SPRING PAD Y � N SPRING PAD Y � N
r+ores: DQOA t "–� G7�1 aores: �' G•!4�G.. C J��` � �� OOOR xo�s: D003?
' TOTAL �� � i ��' TOTAL
Ls�r.� TQTAL
. OPERATOR J � � �"�'�"' — OPERATON . OPERATC7R
TO7Al 70TAL TOTAL
EST1�tVfA1'E AGREENfEN7' TOTAL TOTAL 7aTa
'[}:I.fully u�derstand ttie.explanation and tiie tota!piice(s)given to me
❑�(t has been exptained.to rrie and.hundestand.that.my operaror may have been strained or.worn due taan unbalanced�overhead garage dooc The technician has`infarmed.me thatthere is no way, �ustomer Signature
'Ro tletect the longeveity of my operator due to this possible strain'I und'erstand that there is no guarantee or warranry on a strainedfwom operatar,if notreplaced afthe time of my garage door.. -Z,,,� s�'b�
Q,t,understand that my doorarri!my,operator,are two separate mechanisrtis. Date
GARAGE NEEDS TO BE FREE AND CLEAR 5'BACK�ND WIDTH OF OPEf�ING. IF NOT THERE WII.L BE A$75.00 PER HOU�R CHARGE TO MOVE 1'TEMS. $ALE5 TAX IfVCLUClED!
- WE BEATA Y1NRtTTEN Q,llOTE! l
METHOD QF'PAYMEiVT , l ' . , �
❑Cash�Check� pdakecheckspaya6letoPrecisionGaagePoorServlce.FeechargedformNmeddiecksa BIIIIn�:Net `TECHNICIAN: ... t �G'• �'��
Credit Card ❑Visa�]tUiC DAmex ❑Disc Account# Exp.Qate Sec.Code Auth.Code Pn�'- �-.��.._�� _
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� Florida Building Code Online Page 1 of 3
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Flonda�pzRment� BCIS Home � Log In � User Regist2tlon � Hot Topia � Submit Surcharge i Stats&F I Pub i lons � FBC Staff � BCIS Site Map � Links � Search I
Busines7r�'(/�
, ProfessiVll�l ��,��USER:v�biicAPProval
Regulation
Product Aooroval Menu>Product or Aoolication Search>A lication ist�>Application DeWil
r
_ FL# ��� FL13521-R3
, Application Type Affirmation
SAALL�O�IFLY�T�ALL
� code version 2014 A�' �O� FLORIDA�UILDING
� nPPr�at�or,stat�s Approved P ' vAII'�
G CODES,
C DE,NATIONAL�LS O�IN�CESD
comments ITY OF ZEPHYRH
Archived O
Product Manufacturer Amarr Garage Doors/Entrematic �
/
Address/Phone/Email 165 Carriag�Court
Winston�- �fem,NC 27105 t� `//111 � 1I�
3.3�'Z51-1309 a'li���zU� �?��d�''�`..:�h 1�
danny.joyner@amarr.c �`�"'
����t��..������1�'�i�8�.[..� C)
Authorized Signature Brandon Gentle ����� ����I���
brandon.gentle@amarr.com
Technical Representative Brendon Gentle
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 Assemblies
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 developed the Thomas L.Shelmerdine
Evaluation Report
Florida License PE-0048579
Quality Assurence Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiretion Date Ol/01/2016
Validated By Steven M.Urich,PE
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL13521 R3 COI Statement of Inde�endence revised.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1996 2009 �
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005 i
Equivalence of Product Standards
----------- - ------ ---- ---- —-- ---------------
- ------CerEiFe�By� -----
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
� Florida Building Code Online Page 2 of 3
Sections from the Code
'�I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity �Yes ONo ON/A
FL13521 R3 COC FBC Sth Edition Affirmation FL 13521-
R2.odf
Product Approval Method Method 1 Option D
Date Submitted 03/30/2015
Date Validated 03/30/2015
Date Pending FBC Approval
Date Approved 03/31/2015
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 I
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-155-Z6-I Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+37.0/-41.0 Created by Independent Third Party:Yes
, Other: Evaluation Reports
FL13521 R3 AE IRC-6016-155-26-I Evaluation Reoort
7-10 sealed.odF I
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
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-150-15-I Drawino 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf i
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-150-15-I Evaluation Reoort
7-10 sealed.odf
, 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 R3 II IRC-6009-169-15-I Drawinq 7-SO FL.odf i
Approved for use outside HVH2:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579 �
Design Pressure:+45.3/-51.2 Created by Independent Third Party:Yes I
Other: Evaluation Reports i
FL13521 R3 AE IRC-6009-169-15-I Evaluation Reoort I
7-10 sealed.odf
Created by Independent Third Party:Yes
, 13521.4 StraLford,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-140-24-G Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+29.7/-33.8 Created by IndependentThird Party:Yes
Other: Evaluation Reports �
FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort
7-10 sealed.odf
Created by IndependentThird Party:Yes
13521.5 Stratford,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
_-Summit=Models-600,.650�and950—_.�_, ____ __ .___—___._ _
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquynOPErOHeed... 7/2/2015
�
' Florida Building Code Online Page 3 of 3
,,
Limits of Use � Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drewina 7-10 FL.�df
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf �
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 �
Design Pressure:+25.6/-29.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-130-15-I Evaluation Report
7-10 sealed.odf
-- -- Created by Independent Third Party:Yes
13521.6 St tford,Heritage and Oak Dwg. IRC-6009-130-15-I
Su it Models 600,650 and 950
' Limits of Use Installation Instructions
Approved for use in HVHZ No FL135Z1 R3 II IRC-6009-130-15-I Drawinq 7-10 FL.odf
Approved for use outside VHZ:Yes FL13521 R3 II Retaii Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
Design Pressure:+26.7 31.6, Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-130-15-I Evaluation Reoort
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14Gp.CEMER HMGE ATTACHED 13 GA COMMFRCI0.L I�
p V/(4)1/�•x 3/<• 2. TOP fl%TIIRE FTTPCHED V/
13 Gh GALV,C@IMERCInI HE%HEAU SCREVS (41 1/�•x 3/4'HE%HEAD SCREVS I
T�P R�LLER BRALKET ADJUSTPBLE SLI�E HRPCKET PTTFLHED �
ATTACHED V/C4)1/4'z � V/f2)S/16•z 3/4•80L7 AND NUTS il
3/�'HEX XEPD SCREVS �
PER HRALNET 3•20GA STRIITS ATTACHED �
V/(2)1/4'x 3/4' 0 �5[A eK1N(N600 6M650) I
HE%HEpO SLREVS AT 29 GA SKIN(M93W
_ CENTER STILE �
DJUSTHHLE ROLLER CMRIER
. -. . .. A PCHEO V/(2)5/16'x '
3/4'H�LT B NUT PER "�"'�' ��
BRALKET _.,� .. ;�
TYPICAL T�P F]%TURES � SEE PAGE 2 FOR OPTIONAL
N.T.S GLAZEO SECTIONS STRUT � SPLICE TRACKS AT lHISI�OCA710N
SEE(TAHLE 2)ON PAGE 3 FW2 �STILE LAYOUT NT� L BOLTS&NUiS,ECUREITO JAMB
TYPICAL CENTER HINGE 7
RECdNMENDED SECTfON LONFIGIlFH7I�N C
� p AG BOLTS/�fi'DIA.X 1 i 5/B'
1 s ,
BOTTOM HRACKE7 (SPLICF� �
.� 2•2oGA STRUT 13 G0.THICK ATTACXED (1)5/16'DI0.x 1-5/8�j
RTTaLIieO V/ V/C3)1/4'X 3/4• tAG BOLT ATTACHED TO JAMB
(2)1/4'%3/Y �- + NE%HEAO SCREVS
NIX NEAO SCREVS ,"'. I AT EA JAMB BRACKET �
T AT EN➢AND CENTER � ENO NINGE
STILES
CTOP) o o I4 G0.
'3 �o• � 12 G0.GALV.SiEEL �1
cTXROUG1u �qMB BRACKEfS �
G ATTACHED W/(1)1/4•I;20
a TRACK SPLICE BOLT k NUT
THROUGH 2'10 HALL STEEL OR]0 BALL OR(2J RI�ETS �
vmOSa�Er+Ts "f H NYLON ROLLER V/5'STEN
���TY C 4 TYPICAL HOTT�M HRACKET 4 � g
N.T.S 3•r 20 G0.STRUTS
� (U PER SECTION
6 STILE STIFFENERS C1) �
H LOC/TE➢IN HINGE l�LE(S) �,
ON 70P SELTI�N ONLY p il
�C C —� A
HDI.ES FOR STRUT 2•x 20 Gh STRUT
�►A ATTA[NNENT(IF STRUT (1)ON BOTTOH SECTIdV
SEE TAHLE�ON PAGE 3 � / SEE(TABLE 3)ON PAGE 3
POR s71LE PLnCEM[Ms EE c7aELE D FpGE 3 ]S REOUIREW FOR JAMH BRALKET SPAClNG �
9_0 � FOR STRUT SPACING -���� OROM BRACKEf i
ATTACHED
��:��fi,:? w/(S)t/a'z 3/a' TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL D,OORS
INSIDE ELEVAiION VENTS PROVIUE 70 sq W - XIX HEAD SCREWS N.T.S.
�7S (62 Sq.InFOR OPTI�NAL - '
VENT)OF UNOeSTRUCTED
AIR FLOV EACH ��"O�� O CONT,STEEL RETAINEFi �I
O W/CONT,BTN SEPL
f�Y DFSat�GN ff fdV9Wb OAIE BY I�
14 Gh ENO HINGE ATTACHE➢ ^
vi c2>v4•x 3/�• TYPICAL STILE STIFFENER , C 1 A UPDAIFD TO FBC 2010 ��/79/�2 RIR I I
a•zoca.sreurs �HEAD SCREVS ,..i NTS110N A-A (SIDE VIEWI B 1D�EDl7IIDicNo7E 12/ta Il iaN I
N.LS
ATTACF�D V/(D MAX 5I2E a_ �setioeenn/aa�. I� Ce
",NEF➢SCREVS m 14GA ROLLER CARRIERS ATTACHED 9'lt 14� '��'a ev0e° �, S�FL�B�►I �'^'�
TO END STILE V/(2)1/1'z 3/4' TVO(2>ROVS aF THREE(3) INTERIOR OF GARAGE g 8� `5.^°'°��"•.F � 'i
HE%HEAO SLREVS PER CARRIER VENTS E�IIALS IS S0.1NCHES DESIGN LOAD �y; �0y`lPO�\G��S ��a
aP VENTALATI�N.
- _:.-�< MAX.WIDTH 9�0' +26J PSF € �q�4 V F�� �
• �/Y -31.8 PSF W C ,�ti?.'��O OG� ��� �
"' 2'10 HPLL STEEL dQ 10 HALL "
i o NYLON ROLLER V/5'STEN L A R G E M I S S I L E �s•�� a @.��, !✓ ,� i�s+K
O— 7EST LOADS �`'
T Y P I C A L E N D H I N G E D E S I G N L O A D S +40.1 PSF �e � ��
".'.5. 3 IMPACT RESISTANT +,Z°.z�s T -47�4P� �3 ��•.° sTf``` °` .��.�
-742.2 LBS�T SEE NOiE 2 M�LE GJa •'s d..°..�C n� ��e ti�o o�,.
(7)5/ta'DIa:7-S/e' z x 6 sm oA 5PF �PTIONAL VENT DETAI d �.y .�° �����
UC BOL7 ATTACHm TO JM1B (N0.2 OR 6E7'IQt) 6 sc[rmuna+s�xo xo*rs IMPACT E 2 C�'��`° f ``g �3
N.LS. € am pCSPE1>".?��e� `?
AT EA JAMB 9RACKET FRON lNE iP IX TIENlO/D S�IRANSWRED�TOTiE VEPIICAL JAYBi�a �SISTANT �^C� a��� eoes.����' II
OPTIDNAL STOP 1ME HIXiRONV1 JAYB 011 HEMQt REmVES NO PORTON Oi THE LOTO r
MOLDING\ mINSERNm iR04lHE oWF.
20 W CENTER STI 2 FAOI�4t11G1 J�1YB5 lSmYF3 YN�YYY DE9GN LD�DS Oi:
„_��,� � _,.ZZ�,� arr !
1 OOOPS/ND HMOwME%1LL BE DE9QlED.Y�MIf�CMIm
NN MSIALLE9 Y41N STANOIADS AS gT iMM 9Y DA54A � I _
THE METH00 OF TESTNC WAS IN SUBSTANTIAL 1.OOOR SECfIaNS SHALL eE 35 CA Ncl(•OIY7 NOLLID Fo1Mm t1GHT 160 CpRR1AGE COURT V7NSTON-SALEM,NC� E7105 WVAYARRL@1
CONfORMANGE W77H THE PROCEDURE DESCRIBED IN ASTM C��+aw Wwtt �
' E33D k E1996,AND DASMA f08 @ 115.THE PPESSURES 3.311PGOIiiWo SIiNCTUML ElD�EMs SNIL.0E 06'OlED
SHONM ON THE DfiASNNCS WEHE CALCUU7ED USING ASCE BY A FEm�t+m FFortS9oNAL fNaNRn roR vnwu lAAos MODBI. �850 OAR SUbfMTT SERIES 1000 k 2000
20 CA CAI.V.SiEE1 PIDICAiED ql 1M5 ORAMING IN MOIIION TO OTIEH IAMINGS
END SnLE / 7-10 W11H THE FOLLOPoNG PARAMETERS(5 FEET OF OOOR MODEL �!600 SIRATFORD SERIES 1000 dC�2000
7/16'�N.BOIT RETNNFR WIDTH IN iHE END ZONE.ROOF AT ANY SLOPE): e..wuw uuNv�cNn[5�No oimaevi[5 cM�c[000n5 V�+u[tt v,v�r
mu.w uec�s vius sx a,wn-wwur�cmAco rwv�re v,a�.ourtr MODEI. �l950 HERITAGE SERIES 1000 &�2000
1/4-2U x 5/B'fRACK �7)PER ROLIER W�ND SPEED(1APH) 16B 152 145 138 133 ra+�n+ENCE oi EwrvAFNT VPODUCis GIXt vapota�o APPRov.u. I I
SPULE HOLT RND WT 1�GALV.STEEL 7RACK E%POSURE LEVEL 8 C C D D �•q�ro uBtEs a1 TxE YAa J roN ADWnoNAL oaon xwix5 yjE �y,y gy pq� OAIE 11�18�09 DRAl9A6�M1A�A
OR(2)RIVETS TfiACK 7HI0(NESS.051' Mm iNEW OE9cN PAESSUP6 �
, TRACK MOUNi1NG DETAIL MEAN ROOF HEIGHT 50' t5' 25' �s' 25' a vu+c�srulP ooes nor casam nwoww c.weewncs.
�E B a¢amer exc ont� upe/as IRC—00 i130-15—
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.o3a•Gl+LV STEEL INTERIOR lMPACT VWDW FRAHE WOOD JAMB ATTACHMENT TO STRUCTURE I
.033'GALV STEEI E%TERIdQ IMPACT VINDOV�RAHE V/S•HITE ON GLASS
C FT1V �n TIC N C ON �% 6 VV'RTl[AL �AMH ATTA[HMENT TO Wa�D�RAME CTRL�[TLiRE
R��g�n Ex�T[Pi�ok�vlr+Lo�f Tnne 25 GA STEEI DOOR SKIN 5/16'%3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'�.C,t1 1/2'EMBEDMENT)
5/16'OVERALL �X 6 VERTI[AL JAMH ATTqLHMENT T�2.000 PSi CONCRETE �
1/B•cLEM ANNEALEU GLASS HILTI KWIK BOLT 3/6'%4'STARTING 6'FR�M ENDS 7HEN 24•D.C.(2 1/2'EMBEDMENT)
a9o•PVB inTER�nYER HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O,C.<3 1/4'EMBEDMEM>
1/e•CLEAR ANNEnLEU G�AsS ITW/RAMSET REDHEAD CTRU-H�LT)3/8'X 4'STARTING 6'FR�M ENDS THEN 24'D.Q(2 1/2'EMHEDMENT)I
MANUFACTURED BY GUARDIAN ?%6 VFRTICAL �AMH ATTACHMENT TO N�LIf1W G-90 HLOCK
SIMPSON 1/4'X 3'TlTEN SCRE4S STARTING 6'FROM ENDS,USE PAIRS OF FIISTENERS ��
(3'APART)AT 24•dC.CI 1/2'EMBEOMENT)
SUREH�NO SB-190 HILTI 1/4'X 2-3/4•KVIK-L�N[I+SCREVS STAR7ING 6'FROM ENDS,USE PAIRS OF i'
� 3 z s7RUCTUknL nuHEsivE FASTENERS(3'APART)AT 24'O.C.(1 1/4'EMHEDMENT) �
�%6 V RTi A �AMB ATTA HM rl7 TO ROL�T 0 C-90 ALOCK(2000 Pci GROLiT) � ',
23/16•X 1/2'SCREV-USm TO HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'dC,fl 1/4' ;
PnSTEN THE STEEL IX7ERIOR]MPACT VINDOV FRnME Ta EMBE➢MEND(OR,USE PASTENERS POR HOLLOV C-90 BLUCIO ' II
THE STEEL INTERI�R Il9ACT VIN➢OV FRAME. i
J.1v64'%1/2'SCREv-USED 70 9ASTEN DECORATIVE PLAS7IC N�LDED �LAGS ANO BOLTS CAN BE COUNTERSUNK TO PROVI➢E A FLUSH MOUNTING SURFACE. I
VINDOV FRAnE TO THE RSSEMBLY �pREPARATI�N OF V00D JAMBS ITY OTHERS
�
SECTI�N H-B IMPACT WINDOW DETAIL NDOD CONCRETE HOLLOV BL�LK GRDUTED HLOC I
N�T.S. � STRUCTURE STRUCTURE STRUCTURE STRUGTURE
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19' 2X6 JAMB €
TYP. 3'MIN �
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IMPACT GLAZING FASTENER DETAIL �
N.T.S�
fEY pFSff�PAON(f lEY9016 OAIE 6Y I
A UPDAIED TO FBC 2010 11/79�12 AIH 1'
8 IlAED QIIDIC HOIE 12/20/1Y IDA i�
B B MA%SIZE � �a611111pOSdB �' "c<
DESIGN LOAD �� e``ee�S L" 5HE(��so`� oi
+2fi.7 PSF o�h�p°��\C+�N$�".��> �70
3' 20GA. STRUT LOCATED AT THE TOP "'� v O� �. F�,�ee .�a
. AND B�TTOM OF GLAZED.SECTION -37�6 P� �LL��-`�° h0 004 �i`�
, ATTACHED W/C2) 1/4' X 3/4' HEX HEAD dap �' � 3
SCREWS AT END AND CENTER STILES 7esr�oaos S�T w� � ��(�g* �,
' ±a�a PSF �"3.,'�'" f�/ :j���r
EVq^„%�^1�: $T/14E O� o ;/y �
TOP SECTION fr� s}�� •<((em
uacE N ,n Q.:�1` �4
MI AI� Ez ''d 6 S'�;,r.J�it?•nl�oo0, 3�
RESISTANT `+'a''{7�1Frl.ti'e�° �p
i '� � � FL °jaasscoaaaeo�� �!
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INTERMEDIATE SECTIDN � � . � . � � IW CARRUIGE COUFT V1NST@I-SaLEM,NL. 27140 VVVAMARRLd4
GLAZING OPTION DETAIL MODEL �850 OAK SUMMIT SERIES 1000 & 2000
N.T.S, MODEL �B00 STRATFORD SERIES 1000 &IIz000
MODEL �950 HERPfAGE SERIES 1000 & 2000
OPTIONAL SH�RT PANEL GLAZED SECTI�N STRUT AND STILE LAYDUT � o��xer pRC OR1E npsJo� wue�c'tai�it
AVAMBLE 7RAGN CANfIGURAlI0N5 B dIEG(FD BY B�c oArz npe/o5 IRC-60O9—�11�0—�5—I
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, TABLE 1 TABLE 2
STRUT SPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHTS I
DOOR CONFIGURATION) � TOP HEIGHT Btm #2 #3 #4 #5 #& #7 #8 ',
HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21" I
6`6" 51/2" 18 1/4" 36 1/4" 54 1/4" 671/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' S1l2" 18 1/4" 39 1/4" 601/4" 73 1/2" 13'0" 21" 21" 21" 18" 18" 18" 18" 21"
7'6" 5 1/2" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81" 12'6" 21" 18" 18" 18" 18" 18" 78" 21" '
8' 5 1/2" 18 1/4" 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" 601/4" 781/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" �
9' 51/2" 151/4" 331/4" 511/4" 691/4" 871/4" 99" �1'0" 21" 18" 18" 18" 18" 18" 21" �
� 9'6" 5 112" 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' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2" 10'0" 21" 21" 21" 18" 18" 21"
10'6" 5 1/2" 18 1!4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 115 1/2" -
11' 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121 1/2" 9'6" 21" 18" 18" 18" 18" 21" J__�
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" 60 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" j
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"
� 14' 51/2" 181/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 123 1/4" 144 1/4" 157 1/2" 6'6" 21" 18" 18" 21"' �
•AD➢ITfON/LL STRIITS HAY HE AD➢ED TO DDOR VHEN GLRZE➢Fd7 LWMERBALANLE PURPOSES
I
TABLE 3 TABLE 4 ��`
DOOR 7RACK ATTACHMENT SPLICE Section Center Stile Location Max Design Loads
HEIGHT A B C D E F G H S Panel T e Allowed �
6'6" 3.5" 21" 39" 57" �p�� Width yP (Measured eom Left Pasitiee Negiti�e �
9 � I�Y OES�IION OF�0Y5 DAIE 6i i:
7' 3.5" 21" 42" 63�� 7g�� �ft) (PSF) (PSF) e uwnnnTorec2aio u/z92Pox i.
7'6" 3.5" 18" 36" 54" 72" g2'� 8'(0 Short,Oak Summit 48.000 29.9 35.4 B 0➢OED QAID1C NOIE ii o/is mn r
8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 MAX SIZE �_ e� eog � _"
�eonueeaig _
8'6" 3.5" 21" 42" 63" 81" 94" 8'�2 Short,Oak Summit 49.000 29.3 34.7 s'x,a• "~ 6040 �, 5NE(p�.�oa I�
DESIGN LOAD �^' 4aP��1�?.•"°E ��J eQ
9' 3.5" 18" 36" 54" 72" 90" 100" 8'�2 Long 49.000 29.3 34.7 +26.7 PSF o� �� NSF'•a�,;,, �a
'"� e o;'� �e�
9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summk 50.000 28.7 .�.0 -31.6 PSF W LL ro,,�^; Fyo �04 l ��j`���
10' 3.5" 21" 42" 63" 81" 99" 112" 8'�4 Long 50.000 28.7 34.0 �sT�orws �„p'T� �•' �"
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'6 Short,Oak Summit 51.000 28.1 33,3 +40.1 PSF �;�,r,: e¢ej�
I -47.4 PSF E5
L„^���. ST.+�TE OF :t;��qd
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Long 51.000 28.1 33.3 �g� �e
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'�8 Short,Oak Summit 52.000 27.6 32.7 SSILE A' ��,;,�J�:+�IIP�0��'w z3
IMPACT E2 Jg 11c�'"••••".v'� 00{ �
12' 3.5" 21" 42" 63" 84" �05" 123" 136" 8'�8 Long 52.000 27.6 32.7 RESISTANT �"F� 6O�yaen±�Rus�a+'S�'' f 9„
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'j10 Long 53.000 27.1 32.0 , (,�]/' !',
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'j0 Short,Oak Summit 54.000 26.7 31.6 • i�
167 CAitRIAGE CDURT VINST@!-SALEN,I1C. C7f03 VVVNIARR2@I
14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" 9'j0 Long 54.000 26.7 31.6 i
ALL 7RACN ATfAG1MENT SPAGNG+/-2'ALLOWED YA7H SYP OA SPF N0.2 OR BETfEH ONLY MODEL $65O OAK SUMSSIT SERIES lOOO &�ZO00
MODEL �600 STRATFORD SERIES 1000 &�2000
MODEL //850 HERITAGE SERIES 1000 & 2Q00
91E UAAYH BY ptC OpE 11/IB/09 ORAWNC NIII�EA
B a¢a�er a�c wu u�a/o� IRC-6009-130-15-I
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