HomeMy WebLinkAbout12-12898 CITY OF ZEPHYRHILLS
5335-8lli STREET
. (813)780-0020 12898
BUILDING PERMIT
Permit Number: 12898 Address: 37647 NEWAL AVE
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: ZEPHYR RIDGE
Est. Value: Parcei Number: 03-26-21-0130-00000-0210
Improv. Cost: 11,817.25
Date Issued: 3/16/2012 Name: CARIGNAN, CONSTANCE TRUSTEE
Total Fees: 142.50 Address: 37647 NEWAL AVE
Amount Paid: 142.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/16/2012 Phone: (813)788-1158
Work Desc: EXTENSION TO GARAGE 14 X 20
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not acxessible.
NOTICE: In addition to the requirements of this permit, there may be 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 wmmencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
. _ , �
NTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii ii�ii iiii iiii
�.��,'4T1L� UF LUMMENC:EMENT 2012037236
�
Rcpt:1420219 Rec: 10.00
Per►nn No DS: 0.00 IT: 0.00
Tax Fo1�oNo. �3-a�-a�=p��_����a�d 03/07/12 C. Coak, Dpty Clerk
THE UNpERS1GNED hereby g�ves nouce that improvements wi)�be made to cena�n rcal property,and in accordance with Section
7�3 I 3 of the Flontl,a�Statutes the follc,wing inf�nnation is�,iovided in this NOTTCE OF('nA?111ENCE1�1EN7
1.Description of ro e 8 ��y���d���`���'U ?�'�$� �oT a I+��7-.i�a o�=L�T ao
P P nY(/e al drsrri Iion):--_--0�- ,�a ��?a�—
a)S�reet(job)Address 3?�047 Ne,s�,jGllAsT_C Z'�}''�-rb�lj���! _33_?4�-�99,3__--- -----
2 General description of i�nprovemea�ts. � __ _
�.- CX�cns.wn--- -- ----- -- -
3 Owner information � (aecRlC� Cac� �4n Tn..s�c�--- - — -- - -- -- -- -- --- - ----- - -- — -
a)Namc and address:� �
b)Namc and address of fce unp)c tiNeho d�r(tf other th�vvn)����������`��r+� 3'3���' - --—
c) Interest in properry____._____
4.C'ontractor Information �-N �ohs+r�e�h.or, o� ��-�,,.���� �� �- __ __
a)Na�ne and address:��1'1 rr, � �t�. �1� 1=I 3
b)TelephoneNo �►�_�A�__��y ��__
S.Surety Infonnation F�NO���P��) � ` '!c5
a)Namc and address:
b�A1110LRt Of BOAd: pqULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
c)Telephone No.: � F8703/07/12 11:51am 1 of�l���
6.Lender OR BK ���� P� i -
a)Name and address:
7 Identiry of person wi�hin the State of Florida designated by ovmer upon whom noqces or other documents r►�y���y�d.
e)Name end�ddnea:
? b)Telephone No.: —
8.1n addition to himse�f,owner desi�ates tbe followin Fax No.(Opt.)
��3 �311 xb),Florida Statutes: g�°n to receivc a capy of the Lienor's Notice a�prrnided in Section
e)Name and address:
b)Telephone No.:
9•ExPiration date of Notice ot Commencement(the eYpiratioo date is one y aar from het date ot recording unless a different date
is apecified):
�'VARNING TO OWNER; qiVy p,,yME�s MADE B�,.I,HE�WNER AFI,ER THE EXPIRATION OF THE NOTICE OF
COMMEIVCEMENT AItE CONSIDERED IMPROPER pqylyjEN��D��,I.ER 913,
�'O�A STAT��,AND CAN RESiJi-7'IN YOUR PA1'I1VG TW10E FOR IMPROVEMENTS TO�YOURI ROPERN.
A N077CE OF COMMENCEMEN�'11�J�'�'gE�CORDED AND pp
INSPECI7p1V, �y0U INTEND TO OBTAIN FITIA1VCUVG,CONSULT ypUR LENDER pR,�1VBAT-TpRN�Ey g��
COMMENCIIVG WORK OR RECORDING YpUR NOTICE OF C011�IlVIENCEMEN?. E
STATE OF FI.ORiDA
�7YOF (�HsC;�
�0
Si ef er or Uwner' Avtlariud�cer ctur/Putner/Mungrr
� -_ (�''et" �� �i'fCl`Y�Q.Y�
Pno�Namc
The forcgoing instnimcnt was aclrnowledged before me this / p
�day of��,ru ,20 1�,by C��ec�-�d
as -
(type of authority,e.g.oliicer,trustee,
attorney ia fact)for
(osm of par n beLa)f o!w6om i trument was e�ecuted).
Personally Known_OR Produced Ident�fication�
Notary Signa
Type of]dentification Produced F• "��" SHARR NSON
Name(print)
Verification pursuant to Section 92.525,Flonda Statutes'Under penalties of per'u • ��June 23,2015
the facts stated in it are trve to�he best of my knowledge and beli�f. � TM�tmyF� �o�o
and that
FORMS�'NOC.rvsd2007
Signawr ofNartual Pcrson S�gning I�,linr i/10.) vc
STATE C3F FLORI�A, COUNTY OF PASCO
THIS IS TG CERTIFY THAT THE FQREGOlNG IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AN OFFICIAL SEAL THIS
�� DAY OF 2 D/7i
PAU S O'NEI�. LERK&COMPTROLLER
�Y G �DEPUTY C�ERK
e�s-�ao-oo2o City of Zephyrhills Permit Application Fax-�813-780-0021
� Budding Department
Date Received �° �,/� /3 �p� -•/��
� � � �.c � � � Phone ConWct for Pertnitting 0
1 1 1 i 1
Owner's Name � � Owner PAone Number �� '�p'- //S p
Owners Address �7 y l �° � Owner Phone Number �
Fee Simple Titleholder Name �- � Owner Phona Number �
Fee Simple Tkleholder Address �
JOB ADDRESS 3���� /`���HL /7 LOT it �� 3I
SUBDIVISION � � lS/ PARCEL IDN ll3 alo�3/,fJl3D -/7f1/DD-Od'-!U
(OBTAINED FROM PROVERTV TAl(NOTICE)
WORK PROPOSED B NEW[oNSTR B ADD/AlT Q SIGN Q � DEMOI.ISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM O OTHER �
TYPE OF CONSTRUCTION � BLOCK O FRAME Q STEEL Q �-�
DESCRIPTION OF WORK 1�/Zr�`�'� fi X�FM.S�O� �
BUILDING SIZE !T/��Q SQ FOOTAGE °�OO HEIGHT �
BUILDING $ I<}`� ,�S' VALUATION OF TOTAL CONSTRUCTION
� C��
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R E.C.
QPLUMBING $ ^�`/`�(,J
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� `J
�
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
BUILDER .i COMPANY �I/ ��� � �T7�� �
SIGNATURE � /�� �� REGISTERED Y/ N FEE CURRE� Y/N
Addrass (l - � C " � / ' License# C.'P�S7�0��
ELECTRICIAN Cpry�pqNy �
SIGNATURE REGIS7ERED 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
Addrass �
License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN1111
RESIDENTIAL Attach(2)Plot Plans;(2)seTS of Building Plans;(1)set oT Energy Fortns;R-0.W Pertnit tor new constniction,
Minimum ten(10)working days after submittal date. Required onsite,Constniclion Plans,Stormwater Plans w/Silt Fena:installed,
Sanitary Faalities&1 dumpster;SHe Work Permit for subdivisians/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(t)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days aNer submittal date. Required onsite,Construction Plans,Slortnwater Plans w/Silt Fence instailed,
Sanitary Fadlities&1 dumpster Site WorVc PermN for all new projects.All commercial requirements must meet complianc:e
SIGN PERMIT Attach(2)sels of Engineered Plans.
""PROPERTY SURVEY required for all NEW construdion.
Dvecbons.•
Fill out application completely
Owner&Contraclor sign back of application,notarized
If over 52500,a Notice of Commencemen!is required. (A!C upgrades over i7500)
'" Agent(for the contrector)or Power of Attomey(for lhe owner)would De someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgredes 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 resVictive than County regulations. The undersigned assumes responsibility for compliance with any
ap�icable de�ed restrictions.
UI�LICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIE3: If the owner has hired a conVactor or
contradors to undertake worlc,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by taw, both the owner and contractor may be ated for a misdemeanor violation
under state law If the owner or intended conVactor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco Counry 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 conVactor(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 lioensed and is not entided to pertnitting privileges in Pasoo
County
TRANSPORTATION IMPACTlUTILITIES 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 speafied in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certifiqte of occupancy"or final power release. If the project does not invoive a certificate of occupancy or
final power release,the fees must be paid prior to pertnit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinan�s.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuaGon 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 ihe applicant is someone
other than the"owne�',I certiTy 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'SlOWNER'S AFFIDAVIT I ceAify that all the information in this appiication is accurate and that all work
will be done in compliance with all applicable laws regulating construdion,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. i certiTy that no work or installa6on has
commenced prior to issuance of a permit and that all work wi�l be perfortned to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. i also
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is
my responsibility to iden6ty what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Aitering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department ot Heallh & 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 2one"V"unless expressly permitted.
- If the fitl 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 pertnitted building using stem wall
wnstrucGon,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely aHect adjacent
properties. if use of fill is found to adversely affect adjacent properties,the owner may be cited for violatlng
the conditions of the building pennit issued under the attached pertnit 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 pertnilting conditions set forth in
this affidavit prior to commenang construction. I understand that a separete permit may be required for electrical woric,
plumbing, signs, wells, pools,air conditioning, gas, or other installations not specifically induded in the application. A
permit issued shall be construed to be a license to proceed with the woiic and not as authority lo violate,cancel,aker,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Offiaal 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 pertnit is commenced within six months of permit issuance,or if work authorized by
the pertnit is suspended or abandoned for a period of six(6)months after the time the work is commenced. M 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 eMension. 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,CONSU�T
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N0T10E OF COMMENCEMENT
FIORIDA JURAT(F.S.117.03)
OWNER OR AGENT ' � � CONTRACTO����
Subscribed and swop�t_o�(.or rmed)before me Mis Subscribed and swom d�(�dr affir�pqd)before me i'Fi s
3�-�/ � by�,ei� ���—/� by �!?ft' LSCC_��—
Who is/are personally k n to me or has/have produced Who is/are personally kno o me or has/have produced
as identification. --��-- as identification.
� c \�`
\���
NolaryPublic �I , ^ r � ��V_) NotaryPUblic
Commission No Commission No.
Name oi Notary typed,printed or stamped Name of Note ed rinted w,. m ed
` .•t�;'�'a`Y:':� ,"yHAk{� '�A bN JQHNSbN ,-.••�+'� SWAFiRON JOHNSON
$: �?: '���- �cimmission#EE 105842 :+�: _ ��an#��105842
��•�k Expfrss June 23,2015 �a �x�r�e Juno�3,2015
���,,p°�`'' ('�Msd 71xu Troy Fehi Inr�rante 8003957079 � ,��� 9ondltl Tllru 7lDy peM Nfiurante BOa385�7019
4025 Morris� Bridge Road
� ZephyrhNlls, FL 33543
� CONSTRUCTION 813-782-1064 Phone
���j�.� 813•715-6585 Fax
800•224•1206 Toll Free
www.bhconstructioninc.com Web Site
PROPOSAL SUBI�ITTED TO SALESMAN DATE
Gerald Cori nan Gre Beebe 3/5l12
STREET CELLPHONE
37647 Newall Avenue 813-7142091
CITY,STATE,and ZIP CODE JOB LOCATIONIDIRECTIONS
Ze h ills, Florida
813-788-1158 RP TAG#
We hereby submit speci6cations and es6mates tor
RE: Gara e
Includes: 54'of 2 X 4 stud walis with 1/2 I d, ek, 3 windows on north wall 2 windows on east
wall, one 36"X 80"fibe lass door,double bored,stainless steel hin es, .v.c. 'amb,insulated an roof that
will tuck under existin n roof,se aration wall between both buildin will sta in lace,the vin I sidin on
this wall we be removed and added with the homeowners existin vin I and used on new addition,B�H
will refund homeowner for an vin t used. Interior of new addition will be unflnished 2 X 4 studs. An elevated
14'X 20'concrete slab will be constructed with un ainted concrete block around outer rimeter of slab,
#851adder al mesh will be used eve third course,com action test,fill dirt,termite tr+eatment e oxied
rebar,and rmit. Homeowner is aware that a lot of material needs to be brou ht in for this' b and will
not hold B&H Construction reliable and an dama e done to sidewalk,s rinkler s em,lawn etc.and
will su I written a roval from nei hbor to cross their ro e .
Ori inal rice sta the same- s11 817.25
We PropOSe hereby to fumish materials and labor�omplete in accordance with above speafications,for the sum of:
Eleven thousand eight hundred seventeen and 25/100 dollars. $ 11,817.25
Paymenl to De made as folbws;
UPON COMPLETION
/UI material is guaraMeed to be as specified. All wak W be completed in a
wakmanlike manner according to standab pracUces.
Any alteration or deviation from above speclficatioru irnolving cbst wiN be executed AuB10fiZEd
upon written oroers,and will become an extra charge over and above the esbmate. SignatufE:
A!I agreements contingent upon strikes,aocidents,a delays beyond our control.
Owner to carty fi2,tomado,and other necessary insurance.Our wakers are(ully Note:This proposal may be
covered by workman�s compensa�ion msurance. withdrawn by us if not accepted within days.
Acceptance of Proposal- The above prices, specifiptions and
condKions are sffiisiadory are herby accepoed.You are author¢ed to do the work as Signature:
specifies.Payment will be made as outlined above.
Date of Acoeptance: Signature:
"�ustom Home Ad'ditions At It's Best!"
� o i
�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractar/Homeowner: _� � �S /r KC��
Date Received: 3 - �— � Z
Site: � 7�� 7 /V�'��� �"�'�
--�
Permit Type: ���C � � (��^�i � .� i�;1t�
`i
Approved w/no comments:� Approved w/the below comments: Denied w/the below comments: ❑
� ���� �,
_ �/�lus ����..j���
This comment sheet shall be kept with the permit and/or plans.
3�/.��/?,�
Kalvin witz — s xaminer Date Contractor and/or Homeowner
(Required when comments are present)
� � MAP OF SUI�VEY
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NEWAL �1 VENU�
G'r*�er���� �a R�¢.�A.v
DESCRIPTION:
3-�� y� N�w�.<< ,���
Lot 21 and the East 1/2 of Lot 20 of ZEPHYR ?��C�f
RIDGE as recorded in Plat Book 26, Pages 78
thru SO of the Public Records of Pasco County,
Florida.
.
Legend Surveyor's Notes.
5 CJ R --.S�t C�j�I Y�n MI� PC l�iM J LYIM�n S�s. :Sw�ton
FC.I.R, f1uN C7y�I/�n I/ iMf d Iw�n%' IA. 'Ie�nl�►
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MYf :Ne YenunrrMWn feund w S�t Q) :ouw. Ls. •�k.�e.e 1u.h.o P��.�orn oppaan to Fe �ithin Zons X Ponsl No./tOC30 0455 DDafedZ30-9
7.R.N. :Pwmwwnf M/�av Yenunwil C :Mbr�Comr ( Gn�uM'��
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-- • � Brooks & Assoc. Land Surveying, Inc
�� � : 1 1 O Pierce i:hristie Driva
�� -- Valrico, Florido J35�4 Phone (B 13)681-6620
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LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY, FL 33860
(863�646-551?
Date: 03/02/12
B8sH Construction
Zephyrhill, Fl.
Re: Gerald Carignan Mod. #:
Address: 37647 Newal Ave Lot #:
Zephyrhills, Fl.
Dear Sirs, �
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is a
14'X 20' Extention to an existing garage on a raised slab of block.
As always, should you have any questions, please feel free to call
me at any time,
Sin ely, �
SHF.ET ( OF 1�
nard G. OOd FOR. B&H CONST OF CEN FLA
4034 The Fenway �023 MORRIS BRIDGE ROAD
ZEPHYRHILLS,FL.ORIDA 3)547
Mulberry, FL 33860 800-Z79-1206 FAX(g��)7�5-6385
THESE STANDARDS�ND PLnNS
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DESIGN WII�p�SSURE FOR COMPONENT3
MAX COMPONEN'I'= 29 1
AI-I-a"I'HER REQiIIRBMENTS PER
2007 FBCR WITH 2O09 SLTPPLF.MENTS
CARppRTS AND SCREEN ROOMS = TYpE II
GARqGES, SHEDS AND GLASSROOMS = TYpE V-B
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4025 MORRIS BRID('E ROAD
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HEADER SUPPORTING ROOF ONLY
FROM FBCR TABLE R 502.5(1)
HEADERS @ SIZE SPAN NUMBER OF
BEARING WALL JACK STUDS
6'MAX OF HOST 2-2"X4" 3'—6" I
&6 1/2'MAX
OF ADDITION 2-2"X6" 5'—5" 1
2-2"X8" 6'—10" 2
ROOF&CEILING 2-2'7{10 8'—5" 2 '
ONLY 2-2'7�C12 12'—6" 2
NOTE: THE_FOUNDATION SHOWN IS
BASED ON A MIN SOIL BEARING 2"X4"STUD CONSTRUCTION
PRESSURE OF 1000 PSF USE(3)l2D NAILS TOP AND
BOTTOM OF EACH STUD
3"X12"X.026 PANS FASTENED TO �F�ST PLATE OF TOP PLATE
ALL ALUMINUM BEAMS W/#8 X 1" USE 1—l2D NAILED 24"OC
TEK SCREWS W/3/4"X 3�16"ALUMINUM STAGGERED.
WASHERS 4 PER PAN 16"OC ON RAKES
STLTDS SHALL BE FASTENED TO PT
2"X4"BASE PLATE W/SIIvIPSON H-4
OR EQUIV AND SHALL BE FASTENED DOUBLE 2"X4"TOP
TO DOUBLE 2"X4"TOP PLATE W/ SIlvIPSON LSTA 18 pI,qTE W/CORNERS
SIIvIPSON H-2.5 CLIPS OR EQUN OR EQUIV AT THIS I,qppED
ALL CLIPS SHALL BE INSTALLED PER LOCATION
MANUFACTURERS SPECIFICATIONS
EXTERIOR PER OWNER SPECIFICATIONS
APPROVED SIDING OF CHOICE OVER
TYVAC,�4"PT CDX OR OSB SHEATHING
FASTENED 3"ON PERII�RETF.R AND 6"IN
H-4 THE FIELD OR STRUCTURAL GRADE
THERMOPLY NAILED 3"ON EDGES
6"IN FIELD OR STAPI.ED W/7/16"X 1 1/4"
CROWN STAPLE AT SAME CENTERS
DOUBLE 2"X4"
W/1/2"PLYWOOD
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TO HOST WALL W/#1 OX 2"SMS @]2"
OC MAX(2)ROWS STAGGERED
SINGLE HEADER:fACKS
2"X4"STUDS 16"OC FASTEN ALL
STUDS TOP DOUBLE PT TOP PLATE
W/H 2.5 AND BOTTOM PLATE W/
H 4 HURRICANB CLIPS W/#6D
SIMPSON H-2.5 NAILS IN EACH HOLE OR EQUN
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f'�`)(Idd�'Pd(Cr�efl`.�� BCIS Home Log In User Registration Hot Top�a Submit Surcharge Stats 8�Fac[s Pub6cations FBC Staff BCIS Si[e MaD Links Search •
Busines ��
Professi���l �1 UPSER.�P bi�uApproval
�
Regulation
Produc[Aooroval Menu>Product or Aoolication Search>Application List
Search Criteria Refine Search
���� Code Version 2007 FL# 6184
�« �R,� Application Type ALL Product Manufacturer ALL
�'�� Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
�Impact Resistant ALL Design Pressure ALL
�Other ALL
- --- --------- - --------- - - -- --- —
Search Results-Applications -
FL# Tvoe Manufacturer Validated Bv Status
FL6184-R1 Revision Plastpro Inc./Nanya Plastics Corp. Ryan J. King, P.E.Approved'I
Historv Category: Exterior poors
Subcatego : Swin in Exterior poor Assemblies 813)787-8283
�*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary
Contact Us 1940 North Monroe Street.Tallaha cm F 3 �ao phone:850-487-1824
The 5[ate of Fbrida is an AA/EEO employer Convnaht 2007-2010 State of Florida. Privacv Statement A es�ibilitv @�t m nt Refund SLtement
Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released�n response to a public-records request,do not
send eleccronic mail to this entiry tnstead,contact the ofFlce by phone or by treditional mail.If you have any questions regarding DBPR's ADA web
accessibility,please contact our Web Master at w bma�t r�dbor.�ta Fl ��
Product Approval Accepts:
� � � ■
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v�ru��w
Trr�t��
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http://www.floridabuilding.org/pr/pr_app_lst.aspx 3/5/2012
�Florida Building Code Online Page 1 of 3
7
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Regulation
�� Product Aooroval Menu>Prpduct or Aoolication Search>Aoolication�st>Applicatbn Detail
� �" Application Type Rev s$onRl
*'��� Code Version 2007
' Application Status Approved
Comments
Archived
Product Manufadurer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext16
rickw@rwbldgconsultants.com
Authorized Signature Ron O'Connell
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior poors
Subcategory Swinging 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 Lyndon F. Schmidt
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2012
Validated By Ryan]. King, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL6184 R1 COI CERT OF INDEPENDENCE=.pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S. 2 19g7
101/I.S.2/NAFS 2002
ASTM E1886/E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Equivalence of Produd Standards
Certified By
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,Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Optfon D
Date Submitted 10/03/2008
Date Validated 10/06/2008
Date Pending FBC Approval 30/19/2008
Date Approved 12/10/2008
- -- --— --- --- —------ --------- ---- -- -----
Summary of Products -
FL# Model Number or Name Descri tion
6184.1 a. Distinction Series Up to 3'0 x 6'8 Opaque Single(K)Inswing or Outswing
Fiber lass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6184 Rl II INST 6184.1 �df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluatlon Reports
Other: See INST 6184.1 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 1 odf
any additional use Iimitations, installation instructions Created by Independent Third Party: Yes
and product particulars.
6184.2 b. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with
Sidelite(XO or OX)The Sidelite Glazing Installed Utilizing
the Sna Frame.
Limits of Use Installation Instructions
Approved for use in HVNZ: No FL6184 R1 II INST 6184 2 odF
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 6184.2 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 2 o�if
any additional use limitations, installation instructions Created by Independent Third Party:Yes
and product particulars. (**See General Note 3 sheet 1
of Drawing No. FL-6184.2 regarding sidelite
protection**)
6184.3 c. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with
Sldelite(XO or OX)The Sidelite Glazing Installed Utilizing
the Li Lite Screw Frame.
Limits of Use Installation Instructions
Approved for use in HVH2: No FL6184 R1 II INST 6184 3 odf
Approved for use outside FIVH2:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design PresSUre: N/A Evaluation Reports
Other:See INST 6184.3 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 3 �cif
any additional use limitations, installation instructions Created by Independent Third Party: Yes
and product particulars. (**See General Note 3 sheet 1
of Drawing No. FL-6184.3 regarding sidelite
protection**)
6184.4 d. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with
Sidelites(OXO)The Sidelite Glazing Installed Utilizing
the Sna Frame.
Limits of Use Installation Instrudions
Approved for use in HVHZ: No FL6184 Ri II INST 6184 4 odf
Approved for use outside HVH2:Yes Veriffed By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 6184.4 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 4 odf
any additional use limitations, installation instructions Created by Independent Third Party Yes �
and product particulars. (**See General Note 3 sheet 1 1
of Drawing No. FL-6184.4 regarding sidelite
rotectton**
i
6184 5 e. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with �
Sidelites(OXO)The Sidelite Glazing Installed Utilizing �
the Lip Lite Screw Frame. i
Limits of Use Installation Instructions �
Approved for use in HVHZ: No FL6184 R1 II INST 6184.5 odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party. Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqshPeSwyod%2fh... 3/5/2012
,Florida Building Code Online Page 3 of 3
Design Pressure: N/A Evaluation Reports
Other: See INST 6184.5 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 5�df �
any additional use limitations, installation instructions Created by Independent Third Party: Yes I
and product particulars. (**See General Note 3 sheet 1
of Drawing No. FL-6184.5 regarding sidelite
rotection**
6184 6 f. Distinction Series Up to 6'0 x 6'8 Opaque Double(XX)Inswing or Outswing �
Fiber lass Door I
Limits of Use Installation Instrudions
Approved for use in HVHZ: No FL6184 R1 II INST 6184 6 o�f
Approved for use outside HVH2:Yes Verifled By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 6184.6 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 6 i>df
any additional use Iimitations, installation instructions Created by Independent Third Party: Yes
and product particulars.
6184.7 g. Distinction Series
Up to 6'0 x 6'8 Opaque Fiberglass Double Door with I
Sidelites(OXXO)The Sidelite Glazing Installed Utilizing
the Snap Frame.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6184 R1 II INST 6184 7 oclf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports '
Other:See INST 6184.7 for Design Pressure Ratings, FL6184 Rl AE EVAL 6184 7 cdf I
any additional use limitations, installation instructions Created by Independent Third Party. Yes
and product particulars. (**See General Note 3 sheet 1
of Drewing No. FL-6184.7 regarding sidelite i
protection**)
6184.8 h. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with
Sidelites(OXXO)The Sidelite Glazing Installed Utilizing I
the Li Lite Screw Frame. i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6184 R1 II INST 6184 8�df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluatlon Reports
Other: See INST 6184.8 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184 8 odf �
any additional use limitations, installation instructions Created by Independent Third Party: Yes �
and product particulars. (**See General Note 3 sheet 1
of Drewing No. FL-6184.8 regarding sidelite
protection**
�
Back Nex[
Contact lla 1940 North Monroe« r T-ilah-c FI �»oo phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2010 Stat of Florid- Privacv at m nr Accescibilitv at m nt R f md �t m n
Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not
send electronic mail to this entlty Instead,contact the ofFlce by phone or by traditional mail.If you have any questions regarding DBPR's ADA web
accessibility,please contact our Web Master at webma t rwdbor aro Fl��
Froduct ADDroval Acaapts:
� ��■
x�cLrit•ati[�e�i.
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�FL9334-R1 Revision own and Country Industries, Ryan J. King, P.E. Approved
I Histor Category: Roofing (813)787-8283
� Subcate o :Metal Roofin
�'Approved by DCA.Approvals by DCA shall be reviewed and ratified by[he POC and/or the Commission if necessary _ _
Department o/Lommunity AMalrs
Flor(da Bu!/dI�Code On!!ne
Codes and Sqndards
2555 Shumard Oak Boulevard
Tadahassee,Florida 32399-2100
(850)487-1824,Fax(850)414-8436
�2000-2010 The Sta[e of FloNda.All rights reserved.
Privacv Statemen[�Coovnaht Statement�Acces<ihditv S�wromo�r�pluo-in SoRware� [om r rvi 5�rv v�Contact Us
Product Approval Accepts:
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Product Approval Method Method 1 Option D
Date Submitted 12/03/2008
Date Validated O1/07/2009
Date Pending FBC Approval O1/15/2009
Date Approved 02/03/2009
-- ---- - -
----- --- —- ----—----
--- -- ------- -----—
; ummary of Products --- -- --- --------�
!FL# Model,Number or Name Descrl tion
I 9334.1 Aluminum Roofin Panels Roll Formed Riser Roof Panels
Limits of Use Installation Instructions
� Approved for use in HVH2: No FL9334 Rl II SPEC 9334 1 odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
! Impact Resistant: N/A Created by Independent Third Party Yes
j Design Pressure: N/A Evaluation Reports
� Other: See Spec 9334.1 and EVAL 9334.1 for additional FL9334 Rl AE EVAL 9334 1 odf
�Iimitations and Product particulars. Use of this product Created by Independent Third Party• Yes
shall be limited to conventional aluminum/patio
�construction.
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Department o/Community AKaJrs
F/orlda Bu!/d/ip Code Onqne
Codes and 54ndaids
2555 Shumard Oak Boulevard
Tallahassee,Florida 31399-2100
(850)487-1824,Fax(850J 414-8436
�2000-2010 The 5[a[e of Florida.AII righ[s reserved.
Privacv Statement�[oevnoht ta m nt�AccessibiliN Stat m nr�plua-in SoRware� �=tom r S rv�a Suiyev�rontact �c
ProduM Approval Accepta:
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�.�� FL# FL9334-R1
a +r_„� Application TYPe Revision
,i y� Code Version 2007
Application Status Approved
V��°� Comments
�,�,� Archived
�;.a??,'���.����
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Wuderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Vivian Wright
rickw@ rwbidgco�sultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roo�ng
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida RegisterNd Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E.
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2011
Validated By Ryan] King, P.E.
Valfdation Checklist- Hardcopy Received
Certificate of Independence FL9334 R1 COI CERT OF INDEPENDENCE:.pdf
Referenced Standard and Year(of Standard) Standard Year
Aluminum Design Manual 2005
ASTM B209 2004
Equivalence of Product Standards
Certified By
Sections from the Code
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�Code Version 2007 FL# 2864 �
` �Application Type ALL Product Manufacturer q�� �
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL �
iImpact Resistant ALL Design Pressure ALL
�Other— -- -- -- -- ALL
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earch Results-Applications i
FL# T e Manufacturer Validated B Status
FL2864-R2 Revision Kinro,Inc American Architectural Manufacturers Association Approved
�Histor Category:Windows
I Subcate o :Sin le Hun (847)303-5859 I
('Approved by DCA.Approvals by DCA shall be reviewed and 2tified by the POC and/or[he Commission if necessary ___ _ �
Department o/Community AKa1rs
F/oNda Bul/dlnp Code Onllne
Codes and Sfsndards
2555 Shumard Oak Boulevard
Tallahassee,F/orida 32399-2100
(850)487-1824,Fax(850)414-8436
�O 2000-2010 The State of Florida.Alt rights reserved.
Prnacv 5�[acrm nt�Convriah[Scate��p���cibilitv Statement�Pluo-in Software� c om r cnrvi S�.uve��Con[acc U�
Product Approval Accepts:
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�I�Ip11�1��1t� FL# FL2864-R2
Application Type Revision
��+i�.���� Code Version 2007
���rrrlr��{�� APPlication Status APProved
��� Comments
'� Archived
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Product Manufacturer Kinro,Inc
Address/Phone/Email 4381 Green Oaks Blvd W.
Arlington,TX 76016
(574) 533-8337 Ext271
rmanthey@Ici l.com
Authorized Signature Rob Manthey
rmanthey@Ici l.com
Technical Representative David Dewey
Address/Phone/Email 500 Airport Drive
Mansfield,TX 76063
(817)473-4421 Ext 117
ddewey@kinro.net
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 American Architectural Manufacturers Associatfon
Referenced Standard and Year(of Standard) �tandard
Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
Equlvalence of Product Standards
Certified 8y
Product Approval Method Method 1 Option A
Date Submitted O1/22/2009
Date Validated 03/09/2009
httn://www.floridabuildin�.ore/nr/nr ann dtl.asnx?naram=wGEVXOwtDas%2bY0�%2f... 4/18/2011
- Florida Building Code Online Page 2 of 2
Date Pending FBC Approval 03/15/2009
Date Approved 04/07/2009
- - --- -
- -- - --
'Summary of Products -� --- --" -- - - -- �
�FL# Model,Number or Name Descri tion
�2864.1 26000 SH 46-1/4x63,Alum, Flush mount,Tilt-in sash,IG, 1/8 DSB
i annealed
�Limits of Use Certiflcation Agency Certiflcate
Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63�df
Approved for use outside HVHZ:Yes Qualtty Assurance Contract Expiration Date
� Impact Resistant: No 06/17/2012
i Design Pressure: +45/-45 Installation Instrudions
iOther: FL2864 R2 II Window Installation Florida v032009 od
VeriFed By: American Architecturel Manufacturers
Associat(on
Created by Independe�t Third Party:
� Evaluation Reports
Created b Independent Third Pa .
eack Nexi
Department ofCOmmunRy Afh/rs
FMNda BW/d/�Code OMlne
Codes and Standards
2555 Shumard Oak 8oulevard
Tallahassee,Florida 32399-2100
(850)487-1824,Fax(850)414-8436
�2000-2010 The State of Florida.All rights reserved.
Pnvacv Statement�Coovriaht Statemer+t�n��essibilitv Stat m �t�Plua-in Software� tom r��rvi Survev�Contact Us
Produd Approval Aacepts:
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htrn�//www_fl�ridahuildine.or�/nr/nr ann dtl.asnx?naram=wGEVXOwtDas%2bY06%2f... 4/18/2011
, Revised March 5 2009
Florida
Recommended Window Instaliation Instructions
For Metal, Vinyl, Flush Mount and Recessed Fin
Including Egress Units
MANUFACTURERS 1110TE:Failure to follow these instructions may cause the window not to function properly.
All product liability and warranty could be void. These installation instructions are recommendations only.
Local building codes may impose additional requirements,and those codes may supersede these instructions.
I. Rough Op ni �Prepara ion
A. Opening for windows should be framed in accordance with the required standards for size of
window used in order not to apply any loading to the window which may hamper its operation.
The prepared rough opening should allow 1/8"clearance on each side,the head and the sill,
including the thickness of pre-finished paneling,shims,liners,etc.,where used.
B. Window ro�gh onening choLld be lev t,�l�m6 and sQuare: Check width,height,and diagonal
measurements for squareness. There should be no more than 1/8"variation between these
measurements. Avoid the use of warped,twisted,or knotted framing members. It is
recommended that the sill of the rough opening be straight and level. Bowed or warped sill
framing members can result in a crowned sill of the window.
C. Make certain all mounting surfaces (siding included)are securely fastened and flat around the
perimeter of the window opening. Check the opening for correct size. Kinro recommends adding
1/4"to the actual window width and 1/4"to the actual window height for the rough opening size.
D. According to Federal Manufactured Home Construction and Safety Standard,the bottom of an
Egress window shall not exceed 36 inches above the floor,nor shall any latch or other device for
the window,screen,or storm window which needs to be operated in order to permit exiting,be
located in excess of 54 inches from the finished floor.
E. �]�jgg: It is not the responsibility of the window manufacturer to design or recommend a
flashing system appropriate to each job condition.
Il. Window Inctallation
A. It is recommended to apply a 1/8"thick,suitable,good quality,non-hardening,water resistant
sealant tape(putty or butyl type)to the back of the window mounting flanges in order to provide
a good seal with the homes weather-proof envelope. If a gunable sealant is used,a 1/4"bead
should be applied centered over the mounting holes on the back of the window mounting flange.
CAUTION:
• For vinyl windows,do not use a sealant that contains solvents which may chemically
attack vinyl.
• The use of foam tapes is not recommended for window installation.
B. Do not remove any shipping clips (if provided on the window series being installed)and alwavs
keeu onerating�ash closed and locked d�ring instzllation.
Page 1 of 4
.
C. Always handle windows properly. Always pick them up by both side jambs using both hands.
Never pick up and handle windows by the header only,sill only,or by one side jamb only. This
can damage the windows and possibly rupture the glazing seal and/or joint eaulking,thus
resulting in a possible leak.
D. Carefully insert the window into the opening. Center the window in the rough opening with the
sill of the window resting on the sill of the rough opening.
E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second
fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of
the sill member. (Note:When installing windows check the window sill for straightness. If
the window sill is crowned,apply light pressure at the center of window sill until it is level.
While holding the sill level,drive the third fastener into the center of the sill.) Drive the
fourth fastener at the center of the head. Run fasteners,from one of the above fasteners,to the
end of each frame member). Repeat this step until all fasteners have been inserted from the
center of the vertical frame jamb outward to both ends of each member. Finish installing the
fasteners from the center of the Frame Head and Sill outward to the ends of each member. See
attached drawing for visual guide to fastener placement of assorted window types.
Note: All fasteners should be driven straight into the window frame. See section IIl for
fastener information.
This sequence of fastener installation applies to both vertical and horizontal sliding windows,
flush mount and recessed fin mount,for both metal and vinyl windows. A drawing is attached
for visual reference.
After the initial fasteners are placed,it is important that the installer does not run the remainder
of the fasteners in a continuous clockwise (or counter clockwise) fashion around the window.
F. Avoid damage to the seal between the glass and the window glazing member, Power drivers
should be adjusted so as not to cause excessive dimpling of the window flanges. Careless
mounting procedures could negate window certification.
G. If the exposed surfaces of the rough inside opening are to be trimmed out with pre-finished
paneling,it must be done in such a manner so as not to distort or twist the window frame
members and make the operating sash tight or inoperable. If interior trim is installed prior to
window installation insure that enough room is left to allow the window to fully seat against the
exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside
trim,wood molding,etc.
H. Windows should be checked after installation to make sure that all moving panels,mechanisms,
latches,and other hardware function properly. Any shipping clips must be removed prior to
operation of the window.All windows should be checked for out-of-square or. bowing of frame
members.If any of the above problems are present,window should be removed and re-installed
properly.Double hung windows require extra care during installation.Double hung
windows do not have fixed glass,which offers additional frame stability.
I. The window's exterior mounting flanges should be checked after the installation to assure an all-
weather seal. It is recommended to seal the outside top of window(full width) with a good quality
sealant for additional insurance.
Page 2 of 4
}
� J. For vinyl windows,leave an appropriate gap between the edge of the siding znaterial and the
window frame to allow for siding expansion and contraction.
K. For vinyl horizontal sliding&fixed windows 72"in width and greater,Kinro recommends a sill
support(minimum 1"thick) or angle bracket support,dependant on exterior home finish,to be
installed underneath the projected frame sill on the outside.
L. The use of any appurtenance system not approved for the Egress window or any alterations of an
approved appurtenance system negates the window certification. The operating instructions and
certification label are a permanent part of the Egress unit and must not be removed.
M. There should not be any obstruction placed,attached,or located inside or outside an Egress
window which would hamper direct access to Egress Devices or encroach on the minimum
dimensions for horizontal,vertical,and square feet of area required for exiting.
Caution: Flammable fabrics could prevent access to the exit devices.
N. An operational check of each installed Egress Window or Device shall be made at the installation
site. For HUD manufactured homes it is recommended that the Manufactured Home Factory
record and retain a permanent record of the serial number of the Egress unit in direct correlation
with the serial number of the Manufactured Home in which it is installed. This will facilitate
correction,recall and notification for non-compliance defects and/or imminent safety hazards.
0. Do not install vinyl windows on top of vertical or horizontal metal siding. Flanges may be
damaged and leaks may occur. Warranty is void.
III. Fasteners
A. #8 screws,must be used as fasteners for your installation into wood framing and for window
installation into metal home framing. The fastener must penetrate the stud at least one (1") inch,
allowing for exterior sheathing. The pre-punched mounting holes in our window flanges are to
assist our customers installing the screw fasteners.
Note: Screws that are left exposed to the weather should be of a plated type that will not corrode.
B. In Wind Speed Zones 90 mnh and less(HIID-Wind Zone�t; on uneven carrugated siding,a
fastener should be placed in or near every hole to ensure a proper weather seal around the
perimeter of the window. On smooth wood finish siding,a fastener in or near every other hole
for aluminum windows and every hole for vinyl windows is recommended. When installing a
window in this fashion,the installed window should be checked to ensure that there are no
excessive dents or rises in the fin that would allow a water or air leak. Exterior type trim could
then be placed over the window. When using screws,they do not have to be in the hole,just in the
general location.
C. In Wind Sneed Zones 100 m��r a r fHCID-Wind 2�*+PC ii�iin; ��ne fastener should
be placed in or near every mounting hole to meet structural strength.Except for the required
number of fasteners,follow all instructions listed above.Mounting location is as follows:end holes
will start no more than 1"from the end of the frame and will be spaced apart no more than 4-
1/2"evenly spaced between the end holes.The fastener location from the mounting flange edge
will be no greater than 0.135 for all products.
Page 3 of 4
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