HomeMy WebLinkAbout16-17757� I i
, CITY OF ZEPHYRHILLS ',
� 5335-8TH STREET 57 ',
(813)780-0020
BUILDING PERMIT
I PERMIT INFORMATION LOCATION INFORMATION �
Permit PVumber: 17757 Address: 6124 19TH ST
Permit Type,: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s):19 Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
E:t. Value: Parcel Number: 02-26-21-0190-00000-0190 ,
Impr�v. Cost: 758.00 OWNER INFORMATION
Dat� Issued: 9/21/2016 Name: BAY TO GULF HOLDINGS LLC
To�tal Fees: 60.00 Address: 1406 N DALE MABRY HWY STE 300
Ama�unt Paid: 60.00 TAMPA FL 33607-2506
Date Paid: 9/21/2016 Phone: 941-893-7698
Work Desc: REPLACE GARAGE DOOR 9 X 7
' CONTRACTOR S APPLICATION FEES
PRECISION GARAGE DOOR BUILDING FEE 60.00
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Ins ections uired
FOOTER 2ND ROUGH PLUMB MIS INSULATION EIL NG
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH�LECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
�
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE,SLA� SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REIN�PECTION 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
I 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 property that
may b�e 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
-�� • .
C 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
��L'f��6(JY1 �� �`u--
Contrac or/Homeowner:
Date Received: � //3 l�(p
Site: �j r�2 L� /��7 �•
Permit Type: � 7
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This co ' ent sheet shall be k t with the pernut and/or plans.
/ �/ `,�
Kalvin S 'tzer— `s aminer Date Contractor and/or Homeowner
(Required when comments are present)
i --
! s�aaeaoo2o City af Zephyrhills Permit Application F�c-s��-�saoozt
' � Building Department
Date Recetved � ��j / phone Contactfor Permitting ��� g 7� _ !3�"
Owners Name ��� �+�L+ti�M Owner Phona tJamber 971^��.�?ri I�
Owne�s Address l dG 6" j�ct�{ �� Qwnet Phone tlumbe= � �
Fee Stmple Titlehalder Namo Owner Phona Number � �
Fee Simple Tltleholder Address
JOS ADDftE5S ��y� t�� �� l4T� (j L_—!
SUBDIVISION Z � � ��"`""��-- PARCEL ID# 6 2'�G -21- 0/�o-Oc?60 d --Q/�'d
{08TAiHED FROM PROPERTYTAXHOYiGE}
� WORK pROPOSECI e NEW CONSiR 8 ADD/ALT � SIGN Q [� DEMOUSH
INSTALL REPAIR
PROPOSEO USE Q SPR Q GOMM Q OTHER
TYPE OF CONS7RUCTION Q BLpCK � FRAM �"�STEEL Q
DESGRIPTION pff WQRK � C"!K d �( �l3f�t�S"
�.,^.'
BUtLDiNG SIZE ��� OOTAGE NEIGHT
rr��-e-r�rrrt�trr-e-s-rr r�r• �rti-rr-e-t-r-rr�-s-i-re�rrr�r��-rrrt�t-i�rrrrrt�s�e-s-rrt^t--rr'
�BUILDING $ "7 VALUATI4NOF70TALCONSTRUCTION
[�ELECTRICAL �� AMP SEf2ViCE Q PROGRESS Et3ERGY Q W.R.E.C.
[�PLUMBtN� �6� � ;3�iz-`� C5� ���'_`_ C.� , �/,
[�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� ������
QGAS Q ROOFING Q SPECIALTY Q OTHER � I'""] ry��
�SNlSNED FLOQR ELEVATlONS Fl.00D ZONE AREA QYES NO � � �
TnMP�rriw+l�Tl�1f�TT�1.'TlT�lT� � �iY/�'��ClritiYT�Tr�iT���T�+�Ti"S��AtiTi"ti�iTrn��Ti"�
Y , j�
BUlLDEE2 ��f�����,,,/���� � � C4MFANY l�GiStdn YOet �i�r t t
SIGNATURE REGISTffRED Y/ N �Ecuarten Y I N
Address ���37 v�t�+4•�� 1�+1✓d ucense#1`��'ZS�{1G 3 �
ELECTi21CIAN COMPANY � �
StGNA7URE �� � t�cisrEREo Yt N P�cu�n YIN
Address License�� �
PLUMSER � � CaMPANY �
SIGNATURE REGIS7ERED Y/ N FEE cuwzen Y/N
Addregs ��flse�I . �
MECHANICAL � � COMPANY �
SiGNATURE RECal9TEREB Yt N��cut�n YlN
Address Llcense# I �
OTHEt2 COMPANY �
SIGNATURE � � REGISTF,I2ED Y/N �e cuw�en Y/N
AdBress License���
1111111111111111111111111111111111111111111I1111111111111II1t11IIIt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buflding Plans;(1)set of Energy Fortns;R-O-W Pertnitfor new consiruction,
tviintmam ten{SO)warhing days after sttbmittal date. Required otrsifa,Constructian Ptaas,Stosmwater Plans wt Siit Fence tnstatied,
Sanitary Facilitles&t dumpster,Site Work Permi#for subdivtsionsliarge projeGts
COMMERCIAI. Attach(2)complete sets of Building Plans pius a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnitfor new consWctfon.
Minfmum ten(l0)worktng days after submlttai dete. Required onsite,ConsWetion Pfans,Stortnwater Plans w/Sllt Fence tnstalled,
Sanitary FaclltHes&1 dumpster.Sits Work Pesmit for aki new proJects.Ai1 cAmmerciat requirements mast meef compIIanc9
SIGN PERMIT Attach(2)sets of Engineered Pfans,
""PRQPER7Y SURVEY required for all NEV✓conshuctfon.
�r`s-�-i-i-i�.1-i-�-F•l�t-F-S-4•',-'�' :-i-f��FE-l-i-f-i�i-f-i-�-l-E-i�l-1-f�-i-.1-�-�I-H-hi-�-��h'.-i-'r•:-i-'.-'.�-'r:-i-f�-6-f.�l-E-i-4-1�
Dtrectiosts:
Fill out application completely.
Oumer&Cantractor slgn back of appiication,notarized
____ _ _ 2f aver$250Q,a Naftce af Commencement ts requfted. {AfC upgrades over$7540)
''' Agent(for the cantractor)ar Power ofAttomey(for ihe owner)woutd be someone with nofarized iefler from owner authorizing same
OVHR'fHE COUNTER PEFtMITfINf3 (copy of contract requUe�
Remofs if shingtes Sewers Seruce Upgrades AtG Fences{PSoYtSu[veylFootage}
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 unders(gned assumes responsibility for compliance with any
applicable deed restrictions. i
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 regulaUons. 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"contracfor Block°of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indlcation 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 Transportatlon Impact Fees and Resource Recovery Fees must be paid prior to
receiving a°certiflcate of occupancy"or final power release. If the project does not involve a certiflcate 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 thaf I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowne►'s
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�',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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compiiance 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
� commenced prior to issuance of a permit and#hat all work will be perFormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdictibn. I alsa
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it(s
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to;
- Department of Environmental Protecfion-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetiand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Welis, 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 onfy 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 fiil 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 1 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, poofs,air conditioning, gas, or other installations not specifically included fn 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.
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. �
FLORIDA JURAT(F.S.117.03
OW NER OR AGENT CONTRACTOR � '
Subscribed and swo o(or affirmec�efore me this Subscribed and swom t r affirmed)be e me thts
�� ��t i�e.�/�c.i� by NG ��t✓e./*—
Who fslare ersonally known S me or haslhave produced Who Is/are p a no to me or has/have produced
asidentification. asfdentificatlon.
��� _Notary Public �'���(� Notary Public
Commission No. Commission No.
� �otPav�:�e�% DCUG BURLETi'
Name of Notary typed,printec�c�f�� Name of Notary typed,p�nt��o��sta'mp�edw UMu w iU n hh daf5
=Q�p�Y PU@��c 1 53 n�:-� �: � ,
tl� c � FF 93�3.. �'Z'��'?�+�;' EnFIR�J:�duVemb9r 1 i,20 i9
�,,;� �1�11 CQi�lit�ti'.J.S��i�n Q�9 N�b"Y�'p'r
.,r�t�lS�,,�� v����.r,T; i�i�,;g�'�Pf 11�2 �r.oFc��c� Gond:dThr��ud,;etMa,aryServi:es
�'�'�'���T 3onc=dioru'dudyetN�:rySerr,ces
.,.�� .
a,,..r->"'"""°��, PRECISION DOOR SERVICE OF CLEARWATER BAYTO GULF HOLDINGS Date: 09/12/2016
��3�`�'--- � 13737AUTOMOBILE BLVD ANDREAROCHE Technician: Greg(C)-Bush ,
��'� • �'. CLEARWATER,FL 33762 612419TH ST Work Order#: 3158941 �J� /�
� .+•.t, e�. '� 'a '' (888)626-3667 ZEPHIRHILLS�FL 33542 r��I I INVOICE# 02003682 � [
���t;. .,'.f (941)893-7698 �r� .1\
- 5 ��
Contractor Number CBC1259163
Part# Description 4uantityUnit Price Ext Prlce Tax �""� " "''"�'�` � �'�"'�-T�-�� ���^���
- ���� •
164832 Amarr 1 0.00 0.00 N
164113 Heritage 1000-9'x 7'Solid 1 569.00 569.00 N
164452Panel/Section Destgns-Traditlonal-Short Raised Panel Design 1 0.00 0.00 N
164430 Color-TrueWhite 1 0.00 0.00 N
164800 Permit-Pinellas!Pasco County 1 99.00 99.00 N
, 164659 irc-6009-130-15-i!168 MPH impact/FL 13521.6 1 0.00 0.00 N
164491 Low Headroom Track Set 12"R/7'Tall 1 50.00 50.00 N
164492 Spring System Type-Extenston 1 0.00 0.00 N
164813 Type of Existing Door-Roll-Lite 1 0.00 0.00 N
164797 Inside Lock 1 0.00 0.00 N
164826 Trim-Yes-Single Car 1 40.00 40.00 N
� 164807 Disposal•Haui Away F�cisting Door 1 0.00 0.00 N
164817 Warranty MFG Paint Fnish-15 Year 1 0.00 0.00 N
164820 Warranty Parts and Labor-3 Year 1 0.00 0.00 N
164823 1lnstaller 1 0.00 0.00 N
165541 Garage must be clear of items 6 feet from the opening 1 0.00 0.00 N
SUBTOTAL FOR CENTER DOOR(LO)$758.00
-�-3.�:•-��.^-�
Pa'yment�M e`nAethodF�;;T[ansa;ctio'%i^Iqw2P�aylnent'P,atiount`�'. Taxable Subtotal $0.00
� NonTaxable Subtotal $758.00
5alesTax(0.0%) $0.00
Inwice Total: $758.00
Total Payment: $0.00
Balance Due: $758.00
Additional Information
' Floril a Building Code Online Page 1 of 3
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�O�dd��artmenta BCIS Home � Log In � User Registration I Hot Topf6 j Submit Surcharge i Stats&Facts i Publications � FBC S[aff � BCIS Site Map � Links � Search �
Bus�nes�%�� -
Professi �l��l �,'.) -��USER:Pub;Approval
� Reg�ilation
n1f�►lf��� Produc[Aooroval Menu>Product or Aoolication Search>Aoolication List>Appliotion Detail
•�'_ ' FL# FL13521-R3
Application Type Affirmation
Code Version Z014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Amarr Garage Doors/Entrematic
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1309
danny.joyner@amarr.com
ALL WbF2F't�WAtL COPNPLY WIThi
Authorized Signature Brandon Gentle PREVAILING CODES
brandon.gentle@amarr.corr�LORIDA BUILL�INC3 COL?E�
NATIOfdAL ELEC7RIC CODE,AN[�
Technical Representative Brandon Gentle CITY OF ZEPFIYFi�IILLS O��INA�l���
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny]oyner
Address/Phone/Email Amarr Garage Doors ��--��.--/r_
165 Carriage Court R��t�� ���E� �C�
Winston-Salem,rvc z�ios �I�O OF ZEPHI(F�FiIL
djoyner@amarr.com
P�t� �xanni�E� S
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
c ❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL13521 R3 COI Statement of Independence revised.pdf i
Referenced Standard and Y.ear(of Standard) Standard Year I�
ASTM E1996 2009
ASTM E330 2002 �
DASMA 108 2005
DASMA 115 2005 I
Equivalence of P.roduct Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
' Flori I a Building Code Online Page 2 of 3
Sections from the Code
L1I 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 QN/A
F�13521 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,Numbe�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 R3 II IRC-6016-155-26-I Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdF
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.qdf
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 Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third ParLy:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-150-15-I Evaluation Report
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 7-10 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:+45.3/-51.2 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-169-15-I Evaluation Report
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
Limits of Use Installation Instructions
' Approved for use in HVHZ:No FL13521 R3 II IRC-6016-140-24-G Drawina 7-10 FL.odf I
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf �
Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
' Design Pressure:+Z9 7/-33.8 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort
7-SO sealed.odf
Created by Independent Third Party:Yes
13521.5 tratFord,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
ummjt Models 600,,650 and 950
httpi//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
' Flori�a Building Code Online Page 3 of 3 I
Limit"s of Us " Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drewinq 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:+25.6/-29.1 Created by Independent Third Party:Yes
' Other: Evaluation Reports
FL13521 R3 AE IRC-6016-130-15-I Evaluation ReDort
7-10 sealed.�df
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 Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-130-15-I Drawina 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
, Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
Desig�Pressure:+26.7/-31.6 Created by IndependentThird Parly:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-130-15-I Evaluation Report
7-10 sealed.odf
Created by Independent Third Party:Yes
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Contad Us::1940 North Monroe Street Tailahassee FL 32399 Phone:850-487-1824
The S[a[e of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida.::Privacv Statemen[::Accesstbilitv Statement::Refund Statement
Under Florida law,emait addresses are public records.If you do not want yaur e-mail addmss released in response to a publirrecords requrst,do not send
elec[ronic mail to this entity Instead,contact the office by phone or by traditional mail.If you have any questions,piease mntact 850.487.1395.*Pursuant to
Section 455.275(1),Florfda Statutes,effective October 1,2012,Ii�ensees licensed under Chap[er 455,F.S.must provide the Departrnent with an email address if
they have one.The emails provided may be used for official mmmunicadon with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an emafl address which on be made available to the public.To determine if you are a Iicensee under
Chapter 455,F.S.,please cl(ck here
Produd Approvat Accepts:
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sccuritv.i i�ii�cs�
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AAIUSTA$LE ROIIER CARRIER 24GR.CENTER XSt%iE
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314�HOLT 6 NUT PFR x 3/d�HE%HEnD SCREVS I T�p e1X7URE ATTACHEII V!
o HRACKET ""��� I /ADNSTABLE SL[➢E HRACKET ATTACHED
� � � �fy�,�K1N M60U AN660) � V�f2�"J��6'x 3N•90LT AND NUTS �
3'20GA STAUTS ARAGHEA 24 Gq S%IN tl4930J
V!C2)3/A•X 31;' Q /
HEX HEAD SCREWS AT f
13 GA GALV.COMHQtCIFL �� EALH CENTER STILE - _
TOp ROLLER HRhCKET
ATTACHED V/(4)1/4'X
3/�'HE%HEAD SCftEVS S£E PAGE^c F�R�PTt�NFI ����'��'� SPUC£7RACKS AT 7HI5 LflCATION
PER BRACKET GLAZED SECTIONS SSRUT
TYPICAL TOP FIXTURES 1 aND S7tLE lAY ��� � STIIE STIFFENERS t4> Wf(A}tj4'-28 1RACK SPI.ICE
NTS a o 40CATED 1N HINGE X�LE<S) BOI,TS&NUTS.SECURE TO JAMB
ON T�P SEGTION ONLY WITH(3)5/16'pIA.%1-5/9'
SEE CTABLE¢>ON PAGE 3 i0R 5 7YPICAL CENTER HINGE O LqC 90LT5
RECflFQ3ENIIED SEC7'1ClU CQNfIC�tlRATS6N A N.Tg G HpLES FOR S7RUT
1 S8ttRE0KHENT�U{'STRUT S
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LAG BOLT ATTACHEO TO JAMB
� � `.�� �" AT EA.JAMB BRACKET
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- �T� 12 GA.GALV.$7EEL
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N CIHROUGH) TRACK SPLICE BOLT&NU7
7YPICAt S72LE STIFFENER Jr e OR(2}fttVETS
N.T.S.
E
z 4 n
. . � � . N[7 C2>R�VS DF TNREE t3) L B
.... ._ _. . ....... _ - � pFrVEt1TAaLA770N5 Stt.INCHES 3'x 20 GA STRUTS
f2>PER SEGTION
G (�7(CLUDING TOP)
' p U>ON TOP SECTION A
�� � 1��C t��.�-.1 1 1 p
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SEE TAHLE 4 ON PAGE 3�, �s�
FOR STILE PLACEHENTS EE(TPBLE U PAGE 3 �� SEE CTABI.E 3) ON PAGE 3
� ��,_p,„� FpR STRUT SPACING FOR JAMH BRACKE7 SPACING
OT70M BRAGNEf
INSI6E EI.EVA1i0N ca2�s�¢e aPi°mu�9a i An'�o
¢ wJ(3)�!<'x ata' TRACK CONf�IGURAAON FOR 8'8"UP TO 14'TALL DOOftS
N.LS RF PLOv EACF4 TRULTED HIX HEAD SCFEfK N.T.S. �
OPTIDNAL VENT DETAIL�1
s„_�.. N.TS. � � O GONT.57EE1.RElAINER
19 GA END NINGE 3'20GA.ST(tUT WJ CON7 H7Ai SEAi.
^.:^.r� RT7ACHED V/{2J ATTACNED Vl
� V4•x a�4• cz�va•x aia• ICY DEW�T�Gti ff 1iE519m15 OAtE BY
3"20Gh STRUTS °� HEX HEHD 5LREYS HIX XEAD SCREVS
ATTPCHED V/f2> NT END PND CEN7ER .,,,._-�'- HOTTOH BRACI¢T A I�MIFD TO iBC 2010 lI 1 IdR
1/4'%3/4'HEX m 14GA RULLER CARRIERS ATTALHED ST�� V/3)1l�4u'�X 3/4A�� NTST�ON A-A SIDE VIEWI
ttEA4 Scr�vs p7 - � B ADUED fiA7BlC N01E 01 01/I7 IGA
EACN END STItE T9�D STSLE Y!C2>It4'x 3lA�
HEX HEAD SCRE4S PER CRQRIER E ME%NEAD SCREYS MAX SRf cv
INiER10R OF GARAGE 18'W1DTN �+ egq6atialt28688g� -+�
,�r�, o� 74'NEIGHi "�o^ e.�ia `. $H�,��d�� ,"c�
Y.;�% 2'10 HFII.STEEL OR �q� MA%.WID'M 16�0� ��e,[C�T m �E �o�c�4'�'Ci E v��'!� d E o
" 19 BALt NYtAN RIX.LER a e !j�
a Vf5'STEH tll6fAnoHS}�s 9 a�e �.� S n �P�.��'iS
2'10 HALL STEEL OR ��-�7-T� D E S t G N L O A D S-^d a f�^' (�O ' ��TO���
TYPICAL END HINGE 10 Br�L NYLON R�L�rt DESIGN LOAD5�l_L_LLIJ_J_L_W +25.6 PSF �u y ii; i
PLT.S � V/S•S7EH +2p4.8 LBS FT -29.1 PSF }a�� f � , ��i
TYPICA� 807TDM BRaCKES -232,8 LBS%F7 SEE NpTE 2 TEST I,OADS E��-q1' '���
,UJr'St�
• t�3 st�e-o�a,x i-5je' N•T$• 4 SPECIGiCA7i0NS AND NOTES -}4�.17� �� ^�� v i�T� �� !J�l2
LAG BOLT AITACXEO Tp JM7B ,�° i•lt�e�C"� Q� '��.4 LL
� AT EA JAlAB 6PACNEf LARGE • .ti"=,��i p\O,:'\..w �3
{N0.2 OR BE7'IEfi) L A R G E M!S S I L E �ROM'111EETRqCK TiEMLOAD I�S Q1Rµ5F�ERRED�'fOETHE�YERTCA�4 JMIBS�ACN� MISSILE �� ,a�u�-�°^.•=see�'�'G'''a� �
2a GA GEN'fER S7ItE iRA SFERR DTFRO�'fHER00CR.ER RfCEtYES NO PORIION OF INE 10A0 RE STANT �N FL ��f'O 6p���A���''boo g
ER 5'�SSYb1��' �O�
I M P A�T R E S I S TA N T Z'EACH YERnCAt J0.M85 RECEIYES MA%fMUM OESiGN LOADS OF.
+204.9 LBS/Ff h -2728 LBS/FT
J.DOORS AND HAftDWAFE K1lL 6E DESIGNED,MANUFACNpED a�
AN�INSTAUED PoTH STANDAROS AS SET FORTi BY DASMA.
THE METHOD 4F TE57ING WAS IH SllHSTANTiAt 4.DOOR SEC510N5.�iNAtl BE 23 CA M[N.{.013'}R4LLE0 fURMFD CiGHT 363 eaweuce c�ar vtnstoH-sv.cM,x,c zJws
CONfORMANCE Wt7H TiiE PROCEOURE DESCRiBED!N ASThi �o�����AutY
x0 G0.CALK S7EE1 E330&E7996,AND DASMA 108&115.THE PRESSURES 5.SUPPORTNG S7AUCTURAL ELEMFNIS SHALL 6E�ES�GNEO MOAEL 850 OAK SUMMIT SERIES 1000 & 2000
�0 SnIE SHOWN ON THE DRAWINCS K'ERE CALCULATED USINC,ASCE BY A ftEG15THED PROFESSIONAL ENGINEEFi i0p WiND LOADS �I
7/16'6tA.BOLT RETqINfR WOICATED ON 1H15 DRAINNC W A�DITON 70 O111ER LOADINGS. MODEL�J800 S1RtATFORO SERIES 1000 & 2p00
1ia-za x sie•TRALX (t)P[rt ttoLl.�tt 7-70 WIiH iHE PQLLON7NG PARAMEtERS(5 FEET OF DOOR S.AMHfiR MAMUFAC7URE5 AND 0157FABU7E5 CARAGE OOQRS UNQER MANY MODEL(�950 $EfiITAGE SERIES 1000 &200Q
SPLSCE BOCT N7D NUT KqD}N tN 7HE ENO 2QNE,ROOF AT ANY SL4PE):
DN t2)RIVETS 7 CALK StEEC 7RACi( 6RAND CA9EC5.FLEASE SfE AMARR-MANUFAC7VRE0 PRtYAtE GO8£L CHAftT
mac�e na�cicrvess.asa WSND SPEED(MPH 168 t52 ta5 738 533 FOR ftEfER[?7CE OF EQUIYiItENT PROWCTS POft Wi4�L0A0 APPROYAL � 0R5RNBY BNG OAtE ll/i3/09 ORANINC Wll�'A
TRACK MOUNTING DETAIL E%POSURE LEVEL B C C D D �•REFER ro TABLES ON 7HE PAC6 3 FOR ADD1710NAL DOOR NiDiHS
. N.1.5, MEAN ROOF HEIGHT 30� 15� 25� 15� Z5� e,PANEL STAMP DOES NOT EFFECT N1NDLOAO CAPABIl1TES B fNEWU BT �T UAIE 11�13�09 IRC-6016-130-15-I
SIHET i ff 3
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I
-,
WOOD JAMB ATTACHMENT TO STRUCTURE
a%6 VFRTICAL �AMH ATTA[HMENT TO V�f1D FRAME�TRL�CTL�RE
033•GFLV STEEL Ir+TER1oR InPAC7 VINDOv FRAHE , 5/16'%3'LAG SCRE4S STARTING 6'FROM ENDS THEN 24'O,C,tl 1/2'EMBEDMENT)
�%6 V RTt A AMB ATTA-HM�T TO 2.000 PCI CONGRETE
.033'GULV S7EEL EXTERIOR tMPPCT VINDOV FRaME V/.5'H1TE�N GLASS HILTI KM1K HOLT 3/8'%4'STARTING 6'FROM ENDS THEN 24'O.C,f2 1/2'EMHEDMEN7)
p¢[ AT1VE PLASTIC INJEC71�N HILTI SLEEVE ANCFIDR 3/8•%2-3/4'STARTING 6'FR�M ENOS THEN 20'O.C, tl 1/4'EMBEDMENT)
MOL�ED Ex7FR10R VINOOV FRAME Z5 Ga S7EEL DO¢7 SKIN ITW/RAMSET REDHEAD(TRU-B�LT)3/8'%4'STARTING 6'FROM ENDS THEN 24'O.C�(2 1/2'EMBEDMEN7)
5/]6•WERN.L SIMPSON�1/4'^%3'•TITEN SLREIJS STARTING 6'FR�N ENDS,�USE PAIRS�F FASTENERS
1/e•CLEM RNNEALED�LPSS (3'APART)AT 16'D.C�tl L2'EMBEDMENT) USE PAIRS OF
rA90•Pve IMERLAYER HILTI 1/4 X 2-3�4'KVIK-CON lIr SCREVS STl+RT1NG 6'FROM ENDS,
�I/s•CLEna anNEaLED GLnSS FASTENERS C3••APARi)ATT36;ocC1T<T 1/4o�EMBEDME on'o�nrv r nn_
MANUFACTl1RED HY GUARDIAN
n cci f.Pf111T1
HILTI SLEEVE ANCHOR 3/8'%2-3/4'^STARTING 6'FROM ENDS'THEN 24'O.F fl 1/4'
SUREHONn SB-190 EMHEDMENT)(OR,USE FASTENERS FOR HOLL�V C-90 BLOCK)
3 2 STRIICTURAL ADHESIVE
rLAGS AND B�LTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE,
2.3/16'%1/2'S[REV-USEa 70 �PRFPARATION OF HOOD JAMHS BY OTHERS �
�ASTEN THE STEEL E%TFRIOR IMPACT VINDOV PRANE TO
THE STEEL INTERI�R IMPAG7 VINDOV FRAMG WODD CUNCRETE HOLLOV BLOLK
A ll/69'%1/2'SCREV-USEU 70 fnSTEN DECORATIVE PLASTIC M�LDED � STRULTIIRE STRUCTURE STRUCTURE GROUTED BLOC
VfNDOV fRAME TO THE ASSENHLY STRUCTURE
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SECTION 8-B IMPACT WIN➢OW DETAIL � �
N�T�S. I
1/� 2-3� 1-1/2'MIN 4' '�
2%6 JAMB
TYP. 3'MIN ',
18-1/8' I
'2 '2 4 '2 3• •
�
10-5/6' Z
AEY �ESIA�IIQN OF IffN9016 VAIE BY
A IWUAIFD 10 FBC 2010 II/!0 11 Idfl
B ODDFD 0.11B:C NOIE Ol/01/IS I7R
N7SCT GLAZING FASTENER DETAIL 6�p�TM g�00�B9`eeSHf(��g00 cP
14'HEIGHT �� �'�"�Q,Pc:.�G'�NS �`9°''e���
a°°waccr°ro P°'O e��: l�',e�i�:
xvar wur�nas��� ,.:l e ;J 0 00 9 5 C�`S�
DESIGN LOADS W� •e.��;
B B +25.6 PSF ao „"",�sY� �
-29.1 PSF S� 9� ' o¢mQ
E 'w��
�+38.4 PSF E� �'�ti�.q SiAiG OF ',w�-
-43.7PSF �e .�:�b,h'�(O `�4;t�C�,a�l°t
Lru�cE „s �cvr�y-+a •�; `JC��eO 2a
MISSILE E 'r6.�'l t �„rG d� �M
TOP SECfION IMPACT €�F� JOaGQQL�➢,8a�0�
B B RESISTANT
3'20GA STRUT LOCATED AT TNE TOP
qND BOTTOM OF GLAZED SECTIDN � �y/�/y/���/y/��//�+�
RTTFLHED V/f2)1/<'X 3/9•HE% i� _/
HEAO SCREVS AT EN➢AND CENTER � �
STILES �1 � @
o � ' � � � . IL'J[ARRIAGE COUflT VINST�N-SALEM.NC 27I07
MODIIL(/850 OAli 3UMMIT SERIES 1000 & 2000
IMERMEOIA7E SECiION MOD&L J/600 STRATFORD SERIES 3000 & 2D00
MODEL�/950 HERPfAGE SERIES SODO & 2000
- OPTlONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT gg ppA�ryg( �C OAIE 11�13/W DAAAPICAVI@FR
�vNue�c m�cw+nam�nor�s B Q��BY wr o�h ttp�/os IRC-6016-130-15—I•
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TABLE 1 TA6LE 4 �A��-E�
OOdR SlFiUTSPACING BASEDONR6COMMENCIEDSEG110NCONFIG RA710N ?OP Camorsma�ocaua� sactron
Mox oaslgn
� Sectian LOads Allmve0
HEIGHT A 8 C D E F G H I J K L M N T p�„�ry� (Mcasurad6omI.MlEEgo 'W�Q�aendTmapa9W�eN8gNW
�WIGN 7sl 2st ]A 41� 6ih {R) (PSF) (PSF)
5'6" 51t2'181t4"25 1t2"36 114"A3 112"54114" 67 tt2" ta1 B�) Pnt PnI tm? tl�} ��.�q s�en y�.s aav
T D" 51l2"18 1!4"25 N2"331/4"A61/2"S01/4" 73 1@" ��'�o snm as.a1 �use
10':0 L9n9 �O.W BtlAd 80.00 �0'10 Loiy 40.9 46.5
T6" 51l2"151/4"221f2"331/4"401l2" 511/4" 581/2"691/4" ��" �o•o O8kSlunmi130.83 W.00 eeas to��o aaksummu no,s 48.5
8'0" 5 1!2"181/4"251/2"361/4"A3 1!2"54 1!4" 61 1 2"72 1/4" 851/2" +z:a snon ae.ei �xao 95.78 i2'�o swn an.� aa.e
8'6" 5112"181Ni"25112"391J4"461I2°�'!14'fi71t2"78114" 911t2" �za asss rzoo aaae iro � a<.+ ss.a
tZ:o Swnmt 49.3f T20D 95.6H 1Ti4 ak Summit 34.1 3&8
9'0" 5 112" 15 1/4"22 1/2"33 1/4"401/2" 511 4" 58 1/2"69114"761/2' 871/4„ . 99° iz�z snm 49.84 73.00 B8.3B iriz snm as.e 3e.z
� 9'8" 51/2" 181/4"25 1l2"36 1!4"A31/2"541l4"61 1 2"72 1/4"79 1/2" 90 1/4" 103 1!2" iriz onv .oa ra.00 esez tr�x �are aa.e �ez
10'0" 51l2"16114"251l2"39 t/4"461l2"601)G" 671/2" 78 1!4"851l2" 98 1!4" 109 1/2„ tziz OBk Summl�49.08 77.00 ee.ea tx'iz oah sanm�t 3a.e 3e.z
tY'd SheR W.81 7400 87.38 1254 5� 33.1 37.7
10'6" 5112"18114"251J2"34174"A6 St2"60 tJ4'67 112"81 1t4"$8 St2'"102 1J4^ 995'1J2" sz.a tore s�.os raco �.ez �r+a l 3a.z aTa
11'0" 51/2"18 1/4"251/2"361/4"43 7/2°54'l/4"61 1/2"72 1/4"79 V2" 9p 1/4" 971/2" 108 1/4" 121 1!2" +rb oausw+mn ne.ai va.oa ea.ie �z;< oaxsommn sa.z a7.7
11'B" 51/2" 181/4"25112"391/h"A61/2°601/4"671/2"781/4"85 V2" 96114" 1031/2" 1141/4" 1271l2" +ze snm w.e�re.ao esa3 irie s�nort a2.� a�z
iz,s 40� si.n�s.ao se.ea iz;e re a2.� azz
12'0" 5 7!2" 18174"251l2"391l0."A61f2"801(4" 671 2"81 1!4"881/2" 1�2 i/4" 10H 1!2" 1201/4" 1331/2" +r-s oa�summu w.es aao ss.aa ir�e oak summu a2.r a�.2
12'&' S112"18'ItA"25 212'361/4'431t2°54114"Bi lt2"72114"'791t2" �914" 87112" 1081t4"1i51t2°126 il4"1391t2" �r:s snon s�.s�1e.ao�ofl.aa �r.a shmt azs asa
13'0" 5112"181/4°251/Z"391/4"A61l2"601/4"671/2"781/4"851/2" 961/A" 1031l2" 1141/4"1211/2" 1321/4"1451/2" �z�s � sz.�a 2sao s2.eo sr�s to� azs �a.r
77�9 Onk 3ummlt 57.31 78 W 100.89 12'�B Oak Summit 32.� 35.7
13'6" 51/2" B V4"2 1J2"391l4"A6112'60 1I4"671/2"81 1/4"88 1/2" 102 1/4°1091/2" 120 1/4" 127 V2" 13B 1/4"iSt t!2" iz:m snm sz n.00�ovs �2;io sr.�n ar.a as.z
14'0" 5112"16 t!A"251/2"39114"A6112"6011A"67112"81 1!4"88112" 102 1!4"7091l2" 1231t" 13�112" 744 1!4"757 V2". �zno � tm a.�o n.ao ioo.eo �z;�o �o a7.e ae.z
iT'1P O Summlt b208 Tf.W 1Q7.86 12't10 ak Stmmtt 87.8 382
•AIIDYtSONAL STRUiS XAY 8E ppPED TQ pIlO.R{1HEN GlA2CD FOR CAUNTERBAiNYCE PURPOSES 13'.0 SRaf 53.W 7800 t43.W �3•iA Start 31.d 35.8
13'�0 LOn 64.10 78.00 101.90 ti
1J'0 06k5umrNt62B1 .00 103.16 73y0 Long 71,5 35.6
73'.2 ShM %.00 78.00 104.00 1310 081(SIm�mll 81.8 35.9
73'�2 Lang .45.10 78.a0 1a2B0 �3'12 ShoR �7.1 35.3
13':2 ak Stanm3t 53.58 79.dD 106.44 73'i2 Losg 31.1 35.3
174 ShaM1 54.40�.fl0 195.b0 43",2 OdkSwnmd 3ti 35.3
13'14 Lon 64. BO.W 106,10 '13'�4 Shmf 30,7 34.8
1]'�4,ODk9ummll ,31 90.00 105.89 13!4 Long 30. 3<.9
1J^6 Shat 65.60 87.00 108.60 73'f4 08k Swnmlt 30.T 34.8
SS;B '+5.80 81.Od 1�&t0 73';8 SRaM1 .3 34.4
ta';e 5ummit 55.08 81.ao to&sf t3':8 lag 30.3 34.8
19'!8 Sh.wi sa.ao ex.00�av,so '13'IB 3kSwnmi� 3D.3 34.4
13'B Lon 58.&1 8200 10'l.38 �3'!8 S�oM1 29.8 34.0
13'�B O $ummI155.81 B&W 10B.79 73'�B La�g 28,9 30.0
13':1a S%an R.18&3.C9 109.71 �3y8 OFIkS1➢nmB 28.9 34.0
i3'tt4 l 97.1T 83.OD SUd83 t3'ei0 Shmt .6 33.8
TAB LE 2 TABLE 3 ,�,,a� 5��.��.�,��.� ,�;,o �.� �9.s �.a
1a10 Shpl 57.]8 89.00 770.11 �3';7a OBk SwnmM1 28.6 33.6
... 14'0 6B.G3 84.00 109.38 td'i0 ShoR 28,2 33.2
�UOR SEC7tONriEt�,NTS KATTACHMENT SPLICE imo OPkHUmM157,71 BM1.00 N0.68 �4.;0 �o�s 2&,s as.2
- 6�6� 10�...B C D E�... ss�z snon saas as.uo m.m
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F G H S aa+o rra sum�rc 2e.z a�.z ,
HE{Gt-tT Btm #2. H3 #4 #5 #8 #7 �18 fiEIGHT A... , sa�s ssu aa�+ta.a3 �avz snorc zs.e azs
13'6" 21" 29" 21" 21e 21 39
57' 70" �a��2 oaesummise.oa es.ao isti.ea R�l pESQtPTCNcfAE1�45 OA�E 8Y
.� 2�° 2�� 2�� 2�° 7� ��"�•2�" 42"�... �„.. '14'12 Lon9 29.8 32B
14'0" 21' 21" 21" 2
63° �6n ia•.a shon se.78 Be.00 7t2Tt A lWpAiEDTOFHC2010 ll I RIR
. ��.�..° 21° 18" 18" 21" �a�a �a� w.n ee.00 rn.e3 +a•s oaes�mn 28.9 aze
13'0" 21" 21" 21" 18' 18" 98" 18" 21" 7'fi" 70" 18" 36' 54" 72" 82" �a•a oax sw�mn se.ei aa na.�s 74'4 srort aas 3zo B ,NCED QA1NG N01E 01/04Q3 Fut
t§'8 5hai 59.Sfi 87.W ita.ot i4'i8 Lag 29.5 32.4
12'6° 21" 18° 18" 16" 18" 18" 18" 21" 8' 1Q' 21" 39' S7° 75" 88" �c�iq oaKsum sas aza MAXSiZE m 5tB4ti8A�gAdp �p
it'.8 long Bi.t�87.W t12A3 ,., O6� LU
12'0" 21" 21" 21" 21" 21° 18" 21" i $�6" 10" 27" 42" 63° 81" 9R° 14'8 oansw�ias.ss a�,w na.aa t4'.6 snon 2e.z az.i 76;WiD�H �yb y. $1j�Jn�d ,;«
14 HEIGHT o 'tj i ,a
9' 10" 18" 36" 54° 72" 90" 100" ia�a snm 60.SB 88.W 115.37 ia�,e wry ze.z ax.� �' aa�,��.e,.�°°•••••,d er `i
11'6" 21° 21° 21° 18" 18" 1B" 21"��� c+re . . . . ia:s ozks�unma xe.s szt c000axocxr �S µ`°C; \GEN '?Q a ee
wsxcr ro p, �. C�•. /o�9
9'6" ifl" 21' 39" 57° 75" 93" 106" wn� . r7.P�
11'0" 21' 98' 18' 18" 18° 98" 21" t �a��a snon 27.8 st.7 rmo�T uwravws! �€ w�e �7 �r A 8
14'6" 2�' 21° 21" 21' 21" 21" �� 10' 10" 21" q2" $3" 81" 99° 112" ta�:io snm s�.zs aa.on»aar � � • � DE�GN Lon05 �� �'L; �`�� r jt'�''�re�:fi �
7 14'.1Q 191+9 95.80^81.30 89.00 M7.]0 1]240 p . wL` . � :y ',°,�'��
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