HomeMy WebLinkAbout16-16961 CITY OF ZEPHYRHILLS
5335-8TH STREET'
_ __ . -- ' (813)780-0020 169
BUILDING PERMIT
tT" PERMIT INFORMATION� LOCATION INFORMATION '
Permit Number: 16961 /Address: 37513 LANDIS AVE LOT 74
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: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0740
Improv. Cost: 16,500.00 OWNER INFORMATION
Date Issued: 1/26/2016 Name: MENGEL CURTIS FREDERICK II & PAT
Total Fees: 180.00 Address: 203 ASPENWOOD DR
Amount Paid: 180.00 PRUDENVILLE MI 48651-9466
Date Paid: 1/26/2016 Phone: (813)395-5362
Work Desc: GARAGE W/SLAB 24 X 26
CONTRACTOR S APPLICATION FEES
SUNSTATE ALUMIUMN INC BUILDING FEE 180.00
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FOOTER 2 D ROUGH PLUMB M SC INSULATI N 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.
REINSPECTlON 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 property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, 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.
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CONTRA TOR 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 COMNIENTS
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ContractarlHorneowner: l.�-v�S u-n"r�(-
Date Received: � " ���{�
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Pernut Type: G�-r- Z z- Ily� �lG'l�
Approved w/no comments:`� Approved w/the below comments: ❑ Denied w/the below comznents: ❑
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This comment sheet shall be kept with the permit and/or plans. `
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Kalvin . �' zer s Examiner Date Contractor and/or Homeowner
(Requixed when comments are present)
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,� ,"�"`-° �`�::,;;,��-Ci of Ze h rhills Permit A lication � ----�--�-�M�����F�x-s�3-7so-oo2�
s��aso-oa2o� * ...�._. tY p Y pP,� , _, �. ., . ..
, � ��� :-. ,`;'-. _� � � ,:? .. , � Building Department � .� ` - - . . .. - . . -
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date Recet�red« . �, . ,.'�;°',� . � _ -- Phone Go»tact for Permitftn '?�13� �� ` ,. `.�,��, �
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4wner's Name L{ �� S � � Owner Phone Number t�� -� �
� 1'uden � t t C.�YJ�... �f�s1 �— �i
Owner's Address C.�d� 5 E'n u1a�c� /', Owner Phone Number �
Fee Simple Titleholder Name � I � Ownor Phone Number � �
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Fee Simple Titleholder Address i
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JOBADDRESS ,}�?.sl..� �'t�Gt%S � 2�� Ils �L . ,�5��( LOT#
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susn�v�stoH frt r�� �r�ri Z c r�s PARGEL 1D� �� `o� S=� �— [}C.�QI� — D���� --p 7 � 0 .
(OBTAINED FROM PROPERIY TAX NOTICE)
WORK PROPdSfiD e , NEW CONSTtt 8 ADDlALT �� �lGN Q Q DEN{OL{SH
INSTAL[. F2EPAIR
PROPOSEa USE Q SFR Q COMM C� OTHER
TYPE OF CONSTt2UCTtON Q IBLOCK Q FRANtE � S'i'EEL Q
DESCRtPTtON OF IN412K f�'� �.U� t,..,.�hG j�P 7 � 1 4 �? �YX�.C,O
8U1LD1NG SlZE a Y K� CO � SQ FdQTAGE (.l�a � HElGHT ��
"nr-r'r�-^r�-a-r'�-r'r"�r^fTr^t-�-i-i-r-�T'�-rr rs-s-�-�-r-�rt-tTi-�-e-rr�"e'r�"!-r
QBUILDING ���,rTiaU-Q� VALUATIONOFTOTALCONSTRUCTlON
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'QELECTRICAL $ � AMP SERVICE Q PROGRESS ENERGY Q W.R,E.C.
QPLUMBING $ `'������
OMECHANICAL $ VALUATION OF MECHANICAL INS7ALLATION
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QGAS Q iROOFING Q SPECtALTY � OTHER �
F1NtSHED FLOOR ELEVATtONS �I� F�QOD ZONE AREA QYES NO l •5 l �Q�
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-1�-f-E-a-1-1-1-�-1-1-F-f-1--1-1-1-1�-1-1-i�-E-f-I- f-f��l-�+'it`1-�f-l--1-1-E-i-�1-E-1-1-1-�f-f-1-f-1--1-1-1-1-1-M-�1-1-#-�-f-a-1-�-1-l-
BUILDER ��.�/ � ' � � COMPANY LI�L GG.�I'1'(/I'?UL�'1...
SIGNATURE �4'+�iL- REGIS7ERE� Y/ N FEE CURREN Y/N
Address C.pf'� �i !,c !�� ��7� / .'�,� 7�`^ License# rC../eG C�.������
ELECTRiCIAN I COMPANY
SICaNATURE REGISTERED Y/ N FEE CURREN Y/N
Address � License# � � .
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PLUMBER �f GONIPAAlY
SIGNATURE I REGISTERED Y/ N FEE CURREN Y 1 N
Address ( License# �� �
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MECt�1ANlCAL EdMPANY
SIGNATURE � REGfSTERED Y/ N FEE CURRBN Y/N
ABdress I License# � �
QTHER t GOMPANY
StGNATURE ( REGISTEREQ Y I IV FEE CURREN Y I N
Address I license# � �
IIIIIMIlI111NI11Ml1i111111 '1IIIIIIIIIIIIIfIt1111i1f1I11A � 11I1II111111'
RESIDENTIAL Attach(2)Plot Flans;{2y sets of Building Plans;(1)set of Energy Forms;R-O-W Permit far new constructlon,
Minimum#en_(10}workictg days affer submitta!date. Required onsiTe,Consfruc#ian Plans,Stormwater Plans w!Silt Fence insta3led,
Sanitary Facilitiss&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERC.IAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)se#of Energy Forms.R-O-W Permit for new construction.
�VJinimum ten{'!0}working days after submlitaI date. Required ansite,Gonsfruction PIans,Sformwater P1ans wl Silt Fence irtsfatleB,
Sanitary Facilities&1 d mpster.Site Work Permit for all new projects.All commercial requirements must meet cornpliance - - -
SIGN PERMIT Attach(2)sets of Engin ered Plans.
""'""PR4PERTY SURV�''Y required for atl NEV+1 consfructlon.
-i.f�l..f-.1-�hl-E.f.J-1-f-L.�..f-�E*�f-1-W-.4-1-M-�i�.�..l..l�.�l-E-I�M.f-��-�-1..1-j-1�#-1-4.i-.4-1-1-f-.1-I.A-i-1-E.k.f.�.l-i-�1-f�#.�1-1..4.1.�f-i-f-�
Dfrections: �
FitI aut appiicatian comple#eSy. +
Owner&Contractor sign back of apptication,nofarized
If over$2500,a Not7ce of Commencement ls required. (A/C upgrades over$7500)
** Agent{for Ehe oonfractor)or Power of Attamey{for fhe owner}wouId Iae someone with notartzed IetFer from owner aufhorizing sarne
OVER THE COUNTER PERMITI'ING (Front af Applica6on Only)
Reroofs if shingles Sewers Service Upgrades AtC Fences{PiotlBurveylFaotage}
Driveways-Nat over Counter if on pub�ic roadways..needs ROW
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NOTICE�F DEED RESTRICTtfJNS: The under.stgned understands that this permit may be subject to"deed"restrictions"
which may be more res#rictive t�an County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restric#ions.
UNI.ICENSED CONTRACTOR,1S AND CONTRACTOR RESPONSIBILITfES: If the owner has hired.a cantractor or
contractors#o undertake work, #hey may be required to be licensed in accordance with state and local regulatians. !f the
contractor is not licensed as requir.ed by law, both the owner and contractor may be cited for.a misdemeanor vialation
under state law. If the owner or intended contractar are uncerkain as to what licensing requirements may apply for#he
inte�ded work,they are advised to contact the Pasco County Building lnspection Division—Licensing Sec#ion afi 727-847-
8009. Furthermare, if the owner has hired a contracfor or contractors, he is advised to have the confractor(s) sign
partions of the "co�tracfior Bloc�C" of this application for which they wi!! be rssponsible. !f you, as the owner sign as the
confiractor, that may be an indication that he is not praperly licensed and is nat entitled to permitting privileges in Pasco
County. �
TRAlVSPQRTATtQ�1 ttVIPAGTlUT!!ITIES IMPAGT AND E�FS0�3RGE.RECOVE�2Y FEES: The undersigneu understands -
that TransparEation Impact Fees and Recourse Recovery Fees may apply to fhe constructian of new buildings, change of
use in existing buildings, or expansion of existing buiidings, as specified in Pasco County Ordinance number$9-07 and
90-07, as amended. The undersigned also understands, thaf such fees, as may be due, will be identified at the time of
permitting. It is further underst�aod that Transportation Impact Fees and Resource Recovery Fees must be paid prior fo
receiving a"certificate of occupancy" or finai power release. If the project does not involve a certificate of occupancy or
final power reiease, the fees rriust be paid prior ta permit issuance. Fur�hermore, if Pasco County VttaterlSewer 3mpact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRtJCTtON LIEN LAW{Chapter 7'i3,Florida Statutes,as amended): If va(uation af work is$2,504.00 or mare, i
certify that I, the applicant, have been provided with a copy of the "Florida Consfruction Lien Law—Homeowner's
Protection Guid�" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�', ! certify that( have obtained a copy of the above described document and promise in goad faEth to
deliver it ta the"owner"prior to�commencement.
GONTRACTQR'SIOWNER'S AFFtDAVIT: i certify fihat a!I the infarmation in this application is accurate and that all work
will be done in campliance withI all applicable laws regulating construction, zoning and iand deveiopment. Application is
hereby made to obtain a perYnit to do work and installation as indicated. I certify that no work ar installation has
cammenced prior to issuance�af a permit and that all work wilI be performed to rnest standards of aIl iavus regulating
constructian, County and City codes, zoning regulations, .and land development regulations in the jurisdiction. I also
certify that 1 understand that.the regulations.of other gavernment agencies may app{y ta the intended work, and that it is
my responsibifity to identify wha#actions 1 must take to be in compliance. Such agencies inciude but are not ti►nited fo:
- Department of Environmental Protectian-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterlWas�ewater Treatment.
- Sou#hwest Florid�a Water Management District-Wells, Cypress Bayheads, Wetland Areas, Alfiering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigabie Waterways.
- .Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation A #hority-Runways.
1 understand that the foliawing resfrictians appiy fia the use of fil1:
- Use af fill is not allc�wed in Flood�Zone"V"unless expressly permitted.
- If the fi11 material� is to be used fn Flood Zane "A", it is understood that a drainage plan addressing a
"compensating vo ume" will be submitted at time of permitting which is prepared by a professioriai engineer
licensed by the St�te of Florida.
- lf fhe fiil material is to be usad in Fiood Zone "A" in connection with a perraitted building usirig stem,waii
construction, I ce ify that fill will be used only to fill the area within the stem wall.
- if fil! material is to be used in any area, t certify that use of such f(! will nat adversely affect adjacent
properties. If usel of fifl is found to adversely affecf adjacent proper�ies, the own'er may be cited for vio(ating
the conditions of fhe building permit issued under the attached permit application, for lots less than one (1)
acre which are eleuated by fii1,an engineered drainage plan is required.
If I am the AGENT FOR THE�OWNER, I pramis� in good faith to inform the owner of the permitting conditions set farth in
this affidavit prior to commencmg construction. 3 understand that a separate permit may be required far elecfrica! work,
plumbing, signs, weils, poois,+ air canditioning, gas, or other instailations not specifically inciuded in fihe application. A
permit issued shall be constr�led to be a license to proceed with the work and not as autharity ta violate, cancel, alter, or
set aside any provisions af the technical codes, nor shail issuance of a permit preven#the Building Official from thereafter
requiring a correction of errors in plans, constructian or violations of any codes. Every permit issued shall become invalid
, unless the work authorized by such permit is commenced within six rnonths of permit issuance, or if wark authorized by
' the permit is suspended or ab"andoned for a period of six(6) months after the time the work is.commenced. An eictensian
may be requested, in writing, from the Building Official far a period nat to exceed ninety (90) days and will demonstrate
justifiiable cause far the extensian. if work ceases far ninety(90)consecutive days,the jab is considered abandaned.
WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT !N YOUR
PAYING TWtCE FOR tMPROVEMENTS TO Y�UR PR4PERTY. [F Yt7U INTEMD TO'08TAiN FINAMCING,CONSULT .
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C4MMENCEMENT.
FLCFRIDA JURAT(F.S.1'i7 03
OWNER OR AGEN7 �� .�1�;//.�tti CONTRACTO 1/��r��i
S bscribed and sworn��o{ a�rme � efare tne this Su scri ed and sworn t r a ir ed)befo �m e this
! r�, r by 1SC�� !v» 5 ! �. by �1
Who is/are person o�w „to m�has/have produced- W o is/are persanally known to me r has/have pro uced
as�dentification. as identification.
�;����lt�� _Nofary Puhlic Lr�J"'�O Notary Public
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Commission l� �a� ��0 C/ � Commission No. O �
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Name � ' • ' Name of Notary A, '
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�'.°jk:aF�o?;,•' EXPIFtES FebYualy 18.241$ '"',fafi�o,`,:��`� EXPtRES FebruBry T8.2t}18
(ao�)3as-oi53 FlaridallotaryService.com (407)398-0153 FlorldallotaryService.com
�n������ Page No. of Pages
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� SUN STATE ALUMINUM, lNC. �
; � 6154 Fort King Rd. -
ZEPHYRHILLS, FL 33542 .'
(813) 788-730$ �
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��T JOE NAME
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C 7ATE an IP CODE .�� JOB LOCATION
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ARCHITECT DATE OF �e
J08 PHONE _
We by submit sp iilcat s estimates for.
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�E C�O1ttr�Ct her c plete in accordance with above spe ' 'catio s, for�m of:
' dollars($� ),
Payment to 6e made as follaws:
Afl e�npaid balances subject to 1.5%monthly interest fee. ,
All material is guaranteed to ba as speciHed.All work to be completed in a workmanlike
manner accorcl(ng to standaN practices.Any alteration or dev�don from above specflications Au
invoivaig e�dra costs wBi be ezeaited only upon vrtitten orders,and wiu become an extra 9n
dm►9e aver and ebove the estimate. AN agraements conCagant upon strikes, aocldents
or detays beyond our control.Owner to prty fire,tomado and other necessary insurance. NOte:This proposal maY be
Our workers are fuAy covered by Workman's Compensation Insuranca. withdrawn by us if not accepted wdhin days.
�CCC�1tAItCE Of C�OYCt�tTLt—The ahove prices,specifications �j, �
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment wifl be made as outtined above.
Date of Acceptance: Signature
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FBC Plans
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Permit No. Parcel ID No � v
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NOTICE OF COMMENCEMENT
State of ��tl (64 -Counry of �a,Sc L) 3��
THE UNDERSIGNED hereby gives notice that improvement will be made to'certain real property,and in accordance with Chapler 713,Florida Statules, • m
lhe foilowing informalion is provided in this Nolice o(Commencement: v O m
1 Description of Property: Parcel Idenlificalion No. �Y'o�S e7/ - 0��� '-OODOD- n7 y C� w �
_/ � m
Streel Address: �7 SI.� `�--�h e�rs ��° ���ti 4�� �L �i`�S{� �
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2. General Oeseriplion of Improvement �r4'� ��t /L °4a� ��k�/��P ____ _ �
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3. Owner Information or Lessee infortnalion if lfie Lessee contraded tor fhe improvement:
lj([P`�iS ,//n�ncC� / - .
37 s�3 "a�h�.'s o4� - �l�.,=ti;lls �33r� !
Address Clly Stale
Interesl in PropeAy: ��-��n�'1� -
Name of Fee Slmple Titteholder• --
(If dif(erent from Owner lisled above)
Address � Ciry Slate
.1, Conlractor �a l��S'1�4'�T i��<< N*� n� �"� � 3�3-�,.`
�"��y �=� /�i�� OZ� ���,� �,�l�s �
Address —1 Q -7 City Slale
Contrectors Telephone No. ��� �' 1 �" ' /�O�
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5. Surely: �F�,,n
Name N
Address
Ciry State ��o
Amount of Bond: 5 Telephone No.. _ r+m
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6. Lender. - W��
Name f.fN o
Address City Slale �a�
Lender's Telephone No. _ _ 3 0 _ _ ___ _ _ __
7 Perscns within the State of Florida designatr,d by Ihe owner upon v+Fiom�notices'a o[i�er.'fiaau�nents rnay be served as provi0ed_by Gi,...m
Section 713.13(1)(a)(7),Florida Stalules: � "' '
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Name �.+o
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Address ' Cily State v� � � �
Telephone Number of Designated Person: — m ���� -� � Q_ ,
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of— 0 6�.
g. In addition lo himse!!,fhe owner designales • -�� �
�� to�eceive a copy of the Lienors Nolice as pro�.'tled in Seclion 713.73(1)(b),Florida Slalutes. ��� } �
Telephone Number of Person or Enlity Designaled by Owner - {�� �''., �4�� � • �
g. Expire t f o n'd a t e o f N o t i c e o f C o m m e n c e m e n l(I h e e M�i r a t i o n d a t e ma y not be befare:he complelion of construction and final payment to Ihe � • � � o �
contractor,bul wiil ba one year from the date of recording unless a dif(erenl dale is specifiedJ:� �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIUtJ OF THE NOTICE OF COMMENCEMENT � . �� tT �
ARE CONSIDEREO IMPROPER PAYMENTS UNDER CHAPTER 713,.PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN �' ^ •��
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A tJOTICE OF COMMENCEMENT MUST BE �� ,
RECORDED ANO POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION; IF YOU I�TEND TO OB7AIN FINANCING,CONSULT ��
WITH YOUR LENDER OR AN ATfORNEY BEFORE CUMMENCING WORK OR RECORGING'fOUR NOTICE OF COMMENCEMENT � e �
Under penalry o1 per�ury,1 dedare lhal I have read lhe foregoing notice of commencement and that Ihe faUs staCed lhereln are trve to the besl �p_ O ' M
of my k�owledge and belief. � �] a�'� �( Y`
C/!�^� ✓ i:
STATE OF FLORIQA . - ��_J� Q F- W Y
COUNTY OF PASCO
Signature ol pwner or Lessee,.or n_�rs or Lessee's Authorized � Z U a. �
OKcedDireclodPaAnedManager ` Q— ��- (n W J
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c�3� +� a �'�;�� '`� FL# FL12500-R2
y:,...:.�r:.s�'�,=c:.� "
Application Type Revision
Code Version 2014
Application Status Approved
Com ments
Archived CJ
Product Manufacturer Norandex Building Materials Distribution
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
' Christine.Watson@norandex.com
Authorized Signature Christ(ne Watson
Christine.Watson@norandex.com
Technical Representative Christine Watson
AddressJPhone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Siding
Compliance Method Evaluatlon Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
[,�, Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report -
Florida License PE-59166
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2015 -
Validated By )ohn W.Knezevich, PE
C� Validation Checkiist-Hardcopy Received
Certificate of Independence FL12500 R2 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2009
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8t7aHd... 7/3/2015
Florida Building Code Online Page 2 of 2
' S . i-°
Product Approval Method Method 1 Option D .
Date Submitted 04/22/2015
Date Validated � 04/23/2015
Date Pending FBC Apprdval 04/24/2015
Date Approved 06/22/2015
Summar of Products
FL# Model,Number or Name Description
12500.1 Norendex Vinyl Siding Systems Vinyl Siding Systems
Li se Installation Instructions
Approved for use in HVHZ:No FL12500 R2 II 2015 04 FINAL ER NORANDEX SIDING FL1Z500 �
Approved for use outside HVHZ:Yes R2.odf
Impact Resistant:N/A VeriFied By: Robert Nieminen PE-59166
Design Pressure:+N/A/-152 Created by Independent Third Party: Yes
Other: 1.)The DP noted in this application Evaluation Reports
pertafns to one particualr siding system. Refer to FL12500 R2 AE 2015 04 FINAL ER NORANDEX SIDING FL12500
ER Appendix for all systems and design pressures. R2.odf
2.) Refer to ER Section 5 for Lfmits of Use. Created by Independent Third Party:Yes
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Contad Us::1940 North Monroe Str Pt Tallahaas FL 23 Phone:850-487-1824
The SWte ot Florida is an AA/EEO employer.�oovrioht 2007-201 t of Fbrida ::Privacv Statement::Ac IbiIIN Stat m n[::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records reques[,do not send
electronic mail to this entity Instead,mntact the office by phone or by treditlonal mail.If you have any questlons,please contac[850.487 1395.*Pursuant to
Section 455.275(1),Florida Statu[es,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provlde the Department with an email address If
[hey have one.The emalis provided may be used for o�cial communlcatlon wi[h[he Iicensee.However email addresses are public record.I(you do nat wish[o
supply a personal address,please provide[he Department wi[h an emall address which can be made available�to the publlc.To determine tf you are a Ifcensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
� � ���,. �
securitt�u;rnics
https://www.f�oridabuildin�.org/pr/pr app dtl.aspx?param=wGEVXQwtDa.�r.G4Atv8UaHd... 7/3/2015.
�,}
- �,
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' FLORIDA WIND ZONE COMPLIANCE WORKSHEET,Height(h)<30 ft,GCpf=+O.SB,Kd=1,Kzt=1 "
FBC Section 1609
VINYL SIDING Wind Speed-V„h(mph)3-second gust �
Product Profile Max.Nail
Deslgn �. �
. 5 acln Nail Engage Pressure 110 120 130 140 150 160 170 180 190 200 X N
P [;
�Psfl "' .
, OK OK OK OK OK. OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
American Classic D4,DSDL i6"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK- OK OK OK OK OK OK �OK OK C
OK OK OK OK OK OK OK OK OK OK D 5
OK OK OK OK OK OK OK OK OK OK 8
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
American Classic D6 16"o.c, studs 111 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C
OK OK OK OK OK OK OK OK OK �.NO: ' D 5
OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
Cambridge OK OK OK OK OK OK OK OK OK :'' iN0 i , D
Beaded 6.5 8eaded 16"o.c. Studs 85
OK OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK - ,.NO:', �NO C 5
OK OK. OK OK OK OK OK �NO'„ , , ;NO' ,; � �.�NO D
OK OK OK OK OK OK OK OK OK OK B Interfor
OK, OK OK OK OK OK OK ':a;;...�.;�JO.;."�''' N0;",;•,- ' N0 C
Finish Works �SB' Zone 4
�.. .. ...... . .. . ,,.,. .
Single 6.25 16"o.c. Plywood 56 OK OK OK OK OK 1;•`;',N.O:;.;`s•':-:�':.';;:;NO".'''M - 'NO:i.',;,::"�';'':NO';.`" � s NO;: ' D
;:_
�.
Boar &Batten :;
and/or5tuds OK OK OK OK OK OK OK OK ;= N0 NO' B n n
.... ........ .. E d Zo e
OK OK OK OK OK ! ::;NO':=-.._:.,,_::NO`:=>:::';,-.:NO: ..' , ,NO_. - NO C
:._�.... .... ... ... .....:............... .... .. ..................... ....... 5
OK OK OK OK �'•'N.,O.=:c">.`-_':=-J_NO.:.:;F,.. :.,;�;.:NO.:.....��:(."....;NO�:... ' . NO:.� ..',:;,; � N0 ,. D
OK OK OK OK OK OK OK OK OK OK B �nterfor
OK OK OK OK OK OK OK OK OK OK C Zone4
D4,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK � OK OK B End2one
. OK OK OK OK OK OK OK OK. OK OK C
Generations or OK OK OK OK OK OK OK OK OK OK D 5
Polar Wall Plusl OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK OK OK OK OK OK OK OK OK C Zone4
D6 16"o.c. Studs 111 OK OK OK OK OK OK OK OK OK OK D
OK _ OK OK OK OK OK OK OK OK OK B EndZone
OK OK OK OK OK OK OK OK OK OK C
5
OK OK OK OK OK OK OK OK OK � !NO j ;;: D
' OK OK OK OK OK OK OK OK OK OK 8
Inte�ior
OK OK OK OK OK OK OK OK OK OK C Zane4
Great Barrier D5,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D
OK OK OK OK OK OK OK OK OK OK B EndZone
;•�,-��� OK OK OK OK OK- OK OK OK OK OK C
�:I TRtM'TY FR
OK OK OK OK OK OK OK OK OK OK D 5
EXTERIOR RESEARCH DESIGN,LLC. � Norandex-FL12500-R2
Certifcate of Authorization#9503 04/21/2015
Robert Nieminen,PE-59166 Appendix 1, Page 1 of 2
•�-� . -,.
EXTERIOR RESEARCH &DESIGN,LLC.
Certificote of Autho�ization#9503
TR'N' I 1 I ERD 353 Christian Street
Oxford,CT 06478
PHONE: (203}262-9245
FAX:(203)262-9243
EVALUATION REPORT
Norandex Building Materials Distribution Evaluation Report C13820.04.09-1-R2
300 Executive Parkway West,Suite 100 FL12500-R2
Hudson, OH 44236 Date of Issuance:04/28/2009 '�
Revision 2:04/21/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for
use of the product under the Florida euilding Code. The product described herein has been evaluated for cbmpliance with
the 5`h Edition (2014)Florida Building Code sections noted herein.
DESCRIPTION: Norandex Vinyl Siding Systems
LoseuNs: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.and
the minimum provisions of FBC 1404.9.
CONTINUED COMPLIANCE: TF115 Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AoveRTisenneNT: The Evaluation Report.number preceded by the words "Trinity � ERD Evaluated" may be displayed in
advertising literature. if any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
IntsPecrioN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix.
Prepared by: �o,�r«����.,,,,,,��
...t�.• i,,
:o�'.•`r�g't"a•'�'
y:�:�4�' ��'.i'�/
_ '�:�:�ra-541`^3�'i
:*_
—^' � y Y�Y'W:
%9 i"•'S,—��S° ;�w�.
I��T• �i,C2�fCfr�`J Thefacsimlleseala
RobertJ.M.Nieminen,P.E. :,Fy: ppearingwasauthorizedbyRobertNieminen,
Florida Registration No.59166,Florido DCA ANE2983 � �J�i�y„�i���,k� P�E.on 04/21/2015.Thls does not serve as an electronlcally slgned
l`"� document.Signed,sealed hardcopies have been transml[ted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE: �
1. Exterior Research&Design,LLC.d/b/a Trinity � ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
� Florida Building Code Online Page 1 of 3
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Product Aooroval Menu>Product or Aoolication Search>Aootication List>Appllot(on Detatl
,. a,a.'t^="'.s-'.',�oa �
��,,,'�}t',;���� FL# FL993-R12 q a 3 � �'
.a -�.�.. .�:.�,..�
Application Type Revision
Code Version 2014
Application Status Approved � �
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratiFed
by the POC and/or the Commissfon if necessary.
Comments
Archived ❑
Product Manufacturer Kinro,Inc
Address/Phone/Email 2703 College Ave.
Goshen,IN 46528
(574)535-1125
rmanthey@Icil.com
Authorized Signature Rick Wright
. rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative.
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architecturel Manufacturers Association
Validated By Ryan]. King, P.E.
C� Validatioh Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) $tandard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted - 02/24/2015 �
Date Validated 02/25/2015
' Date Pending FBC Approval .
, Date Approved 03/02/2015
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015
Florida Building Code Online Page 2 of 3 �
Summar of Products '
FL# Model,Number or Name Description
993 1 a.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
� Annealed Insulated Glass with Nail Fin (Overall Frame Size
Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.1 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/28/2016
Design Pressure:+50.0/-50.0 Installation Instructions
Other:See INST 993.1 for installatfon instructions. (Note- FL993 R12 II Inst 993 1 odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt,P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993 i.odf
Created by Independent Third Party: Yes
993•Z b.9750 SH Extruded PVC Single Hung Tilt Window"Non-ImpacC' 1/S"
Annealed Insulated Glass with Nail Fin (Overell Frame Size
- Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.2 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure:+50.0/-66.0 Installation instructions
Other:See INST 993.2 for installation instructlons. (Note- FL993 R12 II Inst 993.2.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by IndependentThird Party: Yes
, Evaluation Reports
FL993 R12 AE EVAL 993 2 odf
Created by IndependentThird Party: Yes
993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-ImpacY' 1/8"
Annealed Insulated Glass with Nail Fin (Overall Frame Size
Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R12 C CAC 993.3 AAMA Cert�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure: +25,0/-25.0 Installation Instructions
Other:See INST 993.3 for installation instructions. (Note- FL993 R12 II Inst 993 3.odF
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993 3 odf
Created by Independent Third Party: Yes
993.4 d. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
` Frame Size Max.46 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No , FL993 R12 C CAC 993.4 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/28/2016
Design Pressure: +50.0/-50.0 Installation Instructions
Other:See INST 993.4 for installation instructions. (Note- FL993 R12 II Inst 993 4 odf
Glazing Shall comply with ASTM E1300-04) Verlfied By; Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993 4 odf
Created by Independent Third Party: Yes
993•5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
Frame Size Max. 36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R12 C CAC 993.5 AAMA Cert odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/20/2016
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See INST 993.5 for installation instructions. (Note- FL993 R12 II Inst 993.S.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E,43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R12 AE EVAL 993 5 odf
Created by Independent Third Party: Yes
993.6 f. 9750 SH
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%2... 7/3/2015
' �,
o`���``,"* '/'���''�,
� 48.75'MAX.OVERALL FIN WIDTH ��O�' .• �'••�: �
�a�: �
46.25'MAX.OVERALL FRAME WIDTH =_�� � Q=z�'
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l. This product anchoring drawing has bsen developed in compliance with the 5th Edition � � ��� .. Z a ��
(2014�Florida Bulding Code(FBC�excluding the"High Velocity Nurricane Zone". See the � � � o ��
Certification Agency Certificate for s"¢es,specificallons and ratings. � � � o � ��
$ a
X a a
2. Product anchors shall be as listed and spaced as shown on details.Mchor embedment to Y 3 Y Y Y
base materiol shall be beyond wall dressing,stucco,foam,brick and other wall coverings. ����m
a 3. Wood screws shall be installed following irutallation instructions of ANSIlAF&PA NDS 2012. All � 4
other fastener types to be insialled following fasfener manufacturers installation instructions. ��� a
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` 4. Fastener embedment depths,edge distances and center-center dlstances shall be as �, "m N
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� specified by the fastener manufacturer but in no instance shall they be leu than shown in this -- " W�¢ o
� drawing. _��� `>"
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� 5. Where shims are used,they must be a'Yigid/stiFP'material that complies with the �c°��� �
requirements of the FBC. Q N�Q
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" 6. PosiNve and negative design pressure requirements for use with thk drawing shall be '�`N ;
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determined by others for specific jobs in accordance with the goveming code. W :
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SASH OF RECORD BaS�ON WIND LOADS =V�.� � * �E zQ�Z�'n
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- edge distance to mortarjolnts. ��?o
� 2. Concrefe anchor locatlons noted as"MAX.ON CENTER"must be adjusfed to �y��.
„ mofntoin the min.edge distance fo mortarjoints,additfonal concrefe onchors a�o� _
may be required to ensure the"MAX.ON CENIER"dimensfon are not exceeded. -
$ 3. Concrete anchor table: h��� �
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Lyndon F. SehmMt �� •��'•:R�?!fl�'••� ���'
I � � :t � � ,'; 4 2 23 15 UPQ4TE 70 STH ED. 2014 FBC JK SINGLE HUNG WINDOW P.E No. 43409 �i� � ����
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I� .p � � cn .� 1 02 f 0 12 UPQ4TE 70 2010 FBC JK �p.0. Box 230, Val�ioo, FZ 33583
O NO DATE g� HORIZOIJrAL dc VEFtTiCAL CROSS Phone No.: 813.638.9197
� RE4ISIONS SECTIONS AND GLAZING DETAIL FgPE CA No. Bet3
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� ; ,,�.�orida Building Code Online Page 1 of 1
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FL# Tvoe Manufacturer Validated Bv Status
FL4904- Affirmation Masonite International National Accreditation&Management Approved
' R7 Category:Exterior poors Institute, ,
Historv Subcategory:Swinging Exterior poor (804)684-5124
Assemblies
*Approved by OBPR.Approvals by DBPR shali be reviewed and ratified by the POC and/or the Commission if necessary
Contact Us::1940 North Monroe S[reet.Tallahassee FL 32399 Phone:850-487-1824
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Product Approval Accepts:
� � cCl ik �
SE:C.UfIt{'1!F I tilC i
. •�
https://www.floridabuilding.org/pr/pr app_lst.aspx 7/3/2015
a 149'MAX. OVERALL FRlJdE W1DTH � �
��` �,�-o.7z�I`� ' � �
0
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT Z�� M� 36.375" rnax. � o
D.L.O. PAf�lEL WIDTH 37.5" MAX. Q ��fl
6'-8"DOUBLE DOOR W1TH/WITHOUT SIDELITES W/ASTRAGAL � I^FRAME WIDTH zo ��
ti �
CENERAL NOT�S � � � � � ��
1 EVALUATED FOR USE IN LOCATIONS ADHERING TO z 4 U
THE FLORIDA BUII.DING CODE AND WHERE PRESSURE
REQUIREMENTS AS DEfERMINED BY ASCE 7, MINIMUM w �_
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ � `�U
DOES NOT EXCEED THE DESICN PRESSURES USiEO. z
�
2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS NOT REOUIRED ON co � O �F-
OPAQUE PANELS, BUT IS REOUIRED ON GLAZED SIDELITES. � Q � Q �
3. IN THE HVHZ, FACTORY PRIMED OOORS MUST BE PAINTED IN w �� � � W
ACCORDANCE WITH S[CTION 2220 OF THE FBC. W �O � i S
�
4 POLYUREfHANE CORE FLAME SPREAD INOEX OF 50 � - �
M10 SMOKE DEVELOPE� INDEX OF 60 PER ASTM E84
5. PfASTICS TESTING OF UTE FRAME MATERIAL. � � . �
TEST DESCRIPTION DESIGNATION RESULT �j$ N
��� z�
SELF ICNITION TEMP ASTM D7929 740 'F > 650 'F � q o� o 0
RATE OF BURNING ASTM D635 0.77 IN/MIN a �=c z
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SMOKE DENSIlY ASTM D2843 13.47. � �
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NSILE STRENGTH• ASTM D638 7.507. DIFF �m W N�,.c
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• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING W o o Q��
a500 HOURS XENON AF2C MEfHOD 1 �o
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Date Reuie+ve� a��,�,= o �
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sIN. DOOR NIT DOUB DOOR �NI7 SING DOOR NI7 �INGLE DOOR UNI7 SINGLE DOOR UNIT V1/SID ITFS DOUBLE DOOR N(T W/SIf7F117FS
WITH 10 IT V/17N SIDF(ITF
wOU[DZ
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REOUIRED TO BE 157 OF DESIGN PRESSURE �A�e: 7�i 1/OS
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING �� �
SHEEf DESCRIPTION
X 37.5 +76.0 -76.0 +76.0 -76.0 +79.0 -19.0 +55.0 -55.0 5��� N:�.S.
1 'iYPICAL ELEVATIONS & GENERAL N07E5 XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -79.0 +55.0 -55.0 owc.er: SWS
2 ANCHORING LOCATIONS & DEfAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 ��'�'
3 ANCHORING LOCATtONS & DETAILS OXXO 149 +S5.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURi BAL7HAZOR �RAWINC N0.
FLORIDA P.E. pwc-xu-F�ot2s-os
//56533
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THE THRESHOLD & INTO THE ¢�o Z N
#10 x 5/8" � STRUCTURE DEEP ENOUGH o�a= �
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FRAME DOOR ic (I/8'TEUP c�ass�
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INSWING THRESHOLD OUTSWING THRESHOLD �AL GLAZING DE AIL owc-�ra-rio�se-os
SHEEf '1 OF j
SEE DETAIL
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ATTACHMENT DETAI� vsv�iv�i°'
1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, s
SIGNED AND SEALED BY l.U}S R. �4MAS, PE a z
(FLORIDA �62514) WlTH THE LOWEST (LEAST) v����
FASTENER RAT(NG FRdM THE DIFFERENT FASTENERS ���W
BEING CONSlDERED fUR llSE. JAMB, HEAD, AlVD g�a a tn
THRESHOLD FASTENERS ANALYZED FOR 7HIS UNIT INCLUDE �'�"'v`�i p
#10 WOQD SGREWS OR 3J16" 7APCt�NS. A PHYSICA� �' �W �
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDINARE SCHEDULE a�W� }
,�j�oz w
IOCATidN TAPCON EDGE QISTANCE MIN 2—i j2" 1. KWIKSET SERIES 400 GRADE 3 CYLWDRIGAL LATCH AND o�a z a
SERIES 984 GRADE 1 DEADLOCK NARQV�ARE TO BE INSTR�LED
2 tv(UL�IONS TQ 8E 2—i f 2" X 4-3 f 8" STRl1CTURAL GRADE AT 5-1/2" CENTERLINE. =�'o Q�
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK 70
BACK JAMB UNiTS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES � O1 N�'N o
CORRUGATED FASTENERS �QCATED 3" FROM EACH END ��N'"
AND MAXIMUM 7" 0 C. OR #10 X 2" FI.AT HEAD WOOD .
SCREWS I.00ATED 6" FROM EACH END AND MAXIMUPJ � • s. -
12" 0 C �MgN�� � v t.25" >', ' s. w c�ti m a
3 THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM p,2s" MIN o.zs"
ANS1fAF&PA hlDA FOR SdUTNERN PINE LUMBER AND ACHEIVEMENT �sM SHiM oare: 7�11/05
OF 1—if2" MINIMUM EMSEDMEN7 THE TAPG4N MUST ACHfEVE ��_� �„_ _,�; ��Y� (— ' A�'��9N��� sc��: N.T.S,
. ,,; .�';;;
MINIMUM EMBEDMENT QF 1-1/4°. ;:�•. ;r�.': ����, �rno��y owc.aY: swS
4 WOOD BUCKS [3Y OTHER5 MU�T BE ANCHORED PRQPERLY TO "�=T`' "":' Revienedey,
. . `�� ' DateRetitew2�" ceK,er:
TRANSFER LOADS TG STftUCTUftE. — ''�`'��� °R"'""�"o.
5 MINIMUM DESIGN VALU� STRENGTH OF ANCHORS 171 LBS. TYF�GAL WOOD BUCK TYPICAL MASONRY DWC-MA-FL0128-G5
ANCHOtZ lNSTAC.CATfON ANCHOR (NSTA�CATION
SHEEf .3 aF ,S
, �'
M
<2)1/1'M 3/�' S7RUT SPA[ER IINDER STRUT
HEX IGO SCREVS pT EACM CEHT[F STRE PNO �
IXO STp.Ei
3• � GLAZING OPTION CROSS SECTION
SOKSI Srwr = GLAZiNG NOT AVAILABLE IN VIND-BOFENE OEBRIS REGI�N
3'1BGA 50 KSS STRUT p00R 7F57Ep W�7ry QLAZINC.CULNC IAEE75 ASTI EIJ00-0{. '
STRUT ttIP (2)PER SECTIWI ATTACHED T�
1 3/B•f1300)
Ol V�'�3/4' V/(2)V4'y 3/�'HE%HEAD SCREVS OeanFrame NiNDOW FRAME
2'f120W
TYPICAL TOP STRUT ATTACHMENT S H[tt�can sQe[vs (AT EPCM ENO 5T[LE ANO CENTER ST1LE) 7N UV PNOTECTION
] TIONAL Oecra INSERTS
TYPICAL DURASnFE END HINGE/sl p7[q EXT.SKtN tl5_p0) 1B OA RES�OEN7IAI.JUNIOfl YA7H UV PflOTECTON pIN.J/72'THICN 550 CU55
, C1A2ED SECTION � z�GA E%T.SNM tl200) �Tpp il%7�RE ATTACMED W/
N1T�VRRRBIE[N lB•SECTIONI
(S)1/4'�3/4'ME%HEAD SCRENS
12} ADJUSTABLE 4JDE BRACXET ATTAp1m
l, 3 A w/(s)i/a'.�/s'eaT�r+o NUTs
��.
�/ �/ �j �/ Y7 GA INTERIOR SqN
I B I B I I � �/ �/ z� ���
�5� 2� //� / /� 6, SECTION B—B OLOED IN9DE FAANE
10)/8%J/4'
5}• a11 MEAD SCREYS
r z �13�, AT EACH VANDOW FRAIAE
e •10}'L.�• 4
7�' �4, � • POLYSTYRENEPINSULATI@!
(� R=5.73,U=0.17
10}'L 1' Z � z. 13f.
7}• 74•
ENO HINGE
l2}' z. 2. 12}• la GA.
5}• 5}•
�--89}�'�i6}' I A �6}'--�89}�
� f6,�.
3
sEcn�,��c�r INSIDE ELEVATION SECTI@7 HE]GHT
STRUT SPACING STRUT SPACING
1{GA.�URASAFE '
LENTER HINGE ATTPLHEO
�'18G0.50 KSI STRl1TS V/U)I/V x 3/4' STEP/LffT HAN➢LES ATTACI�D
ATTACHED V/(2)I/4'x 3/�' HE%HEA➢SCREVS './/�71 i/�-PO X 1'1/e(lgoo) �y p����yp� OAff BY
HE%HElO SLREVS l�GA➢l1RASAFE V/(?�V4-20 X 2 1/2(1200)
� END N1NGE ATTACXE➢ B�LTS RN➢1/I X 20 NI1TS A (j���[(�WJk 7p�'Fa9UT I�IB�DI UJ
V/2)1/�'z 3/�'
NE%HEA➢SCREVS B pE�1gD Np7[5 6 h7 I2/I6/W �T
� 13ga HOTT[1M C LPOAIFD lO 15ff 7-f0/fBC 4010 W�26�11 7iC
NYLON OR STEEL — BRACKET PTTACNE➢
IIG0.OURASAfE ROLLER V/5•STEN V/f3)1/1•%3/�'
POLLER CARRIER FTTRCHED HOf 4�FD SCREVS.
4 F
V/(�)V4'R 3/�'
f¢%/�AO SLREVS �LONT,ALUlL E%TRUSION MAX SIZE
3'19G0.50 KSI STFtUTS V/C�NT.ViNYL ASTRAWL
ATTRCHE➢V/(2)I/4'x 3/4' 16�x 14� ,
HE%HEA➢SCREVS �
TYPICA� OURASAFE END HINGE SEC110N A—A (SIDE VIEWI �
N01 GlAZEO SECTION i TYPICAL DURASAFE CENTER HINGE/t1 �+3 OLPSF '�
z �
-34.8 PSF
(t)S/I6'DIA.v 1-3/B' ,
UC 801T ATTACHm TO JANB STOP YWLDINC iHE YEIMOD Oi'1ES1�MC W.15 Pl 9195T/NILLL TEST LOADS
A7 EA.JiwB BRAGCEr +49.5 PSF
W/fLE%IBLE SEAI GOfW.Wf£Mi7N ME FPO�DIIPE DEYR9F➢P!AS74
(SVPPIIm BV INSTALLERJ 20 CA CALV.S1EEL C.LLWU�ItDP U�GpAS(Z�7-10 MM MEflFIX10wNG�E -51.9 PSF
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VAND SG� YPN 18] 168 158 151 IN
E%V09JRE lEVE1 B C C 0 p �I�
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16�CARRiNGE CWNT VINSTON-SPLEN,N.G 27107 VVVAMpRIi.COM
MODEL#1200 WeatherGuard Plus w/DuraSafe
MODEL#1500 WentherGuard w/DuraSafe
Heritage,Stratford,and Oak Summit 3000 in Short,
��e•oi�. / Long,Flush,Ribbed and Oak Summit Panels
8 T RETAINER
c„P�R«� 41E ORAMN BY OfJ DAff �n�ro� ��+��
iRn«n�1c�u os�' (r+o.i oR BE�FR�OW MNE B �IXED BY ,uE oArt ot/s7/oz $BC-580-020
TRACK MOUNTING DE IL
ENCaIFIIt: iNWAS L 91EWEAOPE P.E I1G Na OWB579 41EET I ff 2
WOOD JAMB ATTACHMENT TO STRUCTURE
5/18'%]'UO SCRENS SfM11NC fi'fAOY p1p5 iHtT!1B'O.C.(t�/x'demucr+t)
w�n KvnK ear a/e•x��srumNc e•mou v�os n�a z.'o.c(z�/Y wamuexp -
w�n s�iwaoa a/e'z x-s/�•sr�xnnc e•mou aos Txw is'o.c.(i i/a•cuemucrm
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' SPl10E IRACNS AT iH15 LOCATION
$IMPSON 1/1'%J'TIfQ!SCPEMS STIRIINC 6'FR04 FNDS,USE PNRS 0�fA51ENFR5(J'IPARf)AT 8'O.0 W/({)1/4�-20 1RACK SPLICE BOL75 k NUT$
(1 1/1'dBmYENf) SEq1RE TO JANB MTM(3)5/18'UU,r I-5/B'
NLLII t/�'%2-J/1'KWM-CON II�SCRfl4'S SGRfiNG 8'FROY FNOS.USE PNF$Of fASRNERS(]'IPARf). LAG BOL75
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WODD CONCREiE Hq10W BIACK GROIIIED BIOCK
F� SIRUCNRE SINUCIURE SIqUCrtlliE SfRUCNRE 72 GA CALV.STEFL
� JAAIB BRACKETS
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1RACK CONFlGURA710N FOR 6'6�UP TO 74�TALL DOORS
w1ERI0q 0�GMAGE
YAX'MUIN 18'0'
JAMB BRACKET LOCATIDNS r�v oEsoaanaxc�a�sas oert ar
oma inws� ' A ��qhp pppyg�Tp NfA'FCPoUi {/IB/02 OW
±Zei.°�ss/FT s�Noic z DOOR TRACK ATfACHMENT SPLICE
sis.e�es�rr AEN4D NOIES fi k7 12 6
NEW�°P"�� HEIGHT A B C D E F G H S B �/� �T
g�g�� q,� 2�,� 3g" 5T, ���� c uroxhn ro u��-m�tec som o�/2s/u arc
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�Eanwnws�u+o Noics 7'6" 4" 18" 36" 54" 72" $2"
' 8� 4�� 21„ 39,� 57�� 75�� 88�� M fix x��4�
i.Au n�c�o�n mou n�[oorn is mµsvam ro n¢�mncv.rn�ac
rnou n�[m�o�n�c�o�o rs rnu+scnam ro n�c�nnc.v.dwes. $'6" 4" 21" 42" 63" 81" 94"
TIE NOitlZIXIT�l.IA49 OF NEADpi REWYLS NO POFTW OF T1E LOAO
IRMlSFEPoiED FROY 1XE DOIXt.
z ua�crsncu awas isc��,cs vuauw omw w.�os oF 9' 4" 18" 36" 54" 72" 90" 100" DESIGN LOAD
�2ea.a tes/Gr x-z�se ias/ri'. ' +33.0 PSF
].Wdi"AND HAPOWME'MLL BE�E9O1m,Y,WUiACNRED 9'6" 4" 21" 39" 5T' 75" 93" �06"
� � .wo wsr�um wm sr.wouros,�s set rmix er otiwti -34.6 PSF
.. � � oo �.uma ieoo oorn sccnas sr�uL ee s�w.(.me)uw iNmnon,wo �0' 4" 21" 42" 63" 81" 99" 112"
i ] i p R)GA(.Otfi)YIN IXifAlqi ROLLID ftlblm,G-W CILVMIIUIIpI W/ TEST LOADS
9 B1J(m W P0.YE51FA FlNISM
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A � I t I z6 3 ' BAKm CN P YESiEA FlNISN. '
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BY A REaSiFRm PROiE590NAL FNaNEFR f0li NtHO lD/�DS 12' 4" 21" 42" 63" 84" 105" 123" 136" l��m�.,�.�..
wdaim or�nus oa�wwc w�ndna ro onrex w�on+cs �z�s�� 4„ 21" 39" 5T' 75" 93" 111" 129" 142" �`[//`�-���
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' ' 13'6" 4" 21" 42" 63" 84" 105" 123" 141" 154" MODEL#1200 WeatherGuard Plus w/DuraSaf„
14' 4" 21" 42" 63" 84" 105"126"147" 160" MODEL#1500 Weatl�erGuard w/DuraSafe
AVAILABLE 7RACK CONFlCURATIONS AU JAHB BRACKET L�CATIONS � Hef1f3S0,Stratford,and Oak 3ummit 3000 in Shnrt,
MAY BE MaVE➢UP T�+/-2'
N.T.S. LORS,Flush,Ribbed and OakSummit Panels
97f DRAXH BY IXJ DAIE 01/14/OI qUMNC MII�FA
B aeacm er uF w,h a�n/oz 58C-580-020
EH(4fDC MWAS L 310JEImPf PE I1C Nn 0018579 9iET 2 aF'2