HomeMy WebLinkAbout09-9116 CITY OF ZEPHYRHILLS
• • 5335—8TH STREET
(813)780-0020 9116
BUILDING PERMIT
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Permit Number: 9116 Address: 37448 LILLY BEA AVE LOT 158
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0140-00000-1580
Improv. Cost: 3,335.93 ,, ,��:���a� �:�;..��,, ,:� ,
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Date Issued: 5/12/2009 Name: DAWES, MELVIN & DONNA
Total Fees: 75.00 Address: 37448 LILLY BEA AVE LOT 158
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/12/2009 Phone:
Work Desc: INSTALLATION 6 X8 SHED
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B&H CONSTRUCTION OF ENTRAL FL BUILDING FEE 75.00
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FRAME
SHEATHING
FINAL --(,6
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 fl plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this 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.
�The payment of inspection fees shall be made before any further permits will be issued to the person owning same
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."
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �V � ��'7�'u� r7�
Date Received: � �— v/
Site: .�7��f3 L���q � ��
Permit Type: ���v''
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment s et shall be kept with the permit and/or plans.
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Kalvin it r 1 s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
513-780-0020 City of Zephyrhills Permit Application �//� Fax-813-780-0021
Building Department
DateReceived ,�j �g—(�� phoneContactforPermkti �� Q �(/(y
Owner'a Name p'1 Gt Y Owner Phone Number
Ownefs Address 3 �{ S Owner Phone Number�—
Fee Simple Titleholder Name Owner Phone Number�—
Fee Simple Titleholder Addreas
JOB ADDRESS 3?4 8 I I LOT# �1
1�SLJ
SUBDIVISION �.71'� � r (� PARCEL ID# 3 T•a�}�.
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT Q SIGN Q MOVE � DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR � COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK � FRAME Q STEEL � OTHER
DESCRIPTION OF WORK 5(7
BUILDING SIZE � A 0 S�FOOTAGE HEIGHT
BUILDING $33 VALUATION OF TOTAL CONSTRUCTION
Q ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
� PLUMBING $
MECHANICAL ,, Ih�,�
0 $ VALUATION OF MECHANICAL INSTALLATION /�( /y
�v
Q GAS � ROOFING � SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES �NO
'V
BUILDER l
COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address y0 ',S c3�'y� License# 7 7 7
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address ��
License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License# �—�
MECHANICAL COMPANY —�
SIGNATURE REGISTERED Y! N FEE CURRENT Y/N
Address
I— License#
OTHER I COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address
License#
Pi�llt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new construction,
Minimum ten(10)working days after submittai dale. Required onsite,Construclion Plans,Stormwater Plans w!Sill Fence installed,
Sanitary FaciliGes 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days afler submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary Facilities 8 1 dumpster Site Work Pertnit for all new projeds.All commercial requirements must meet compliance
SIGN PERMI7 Attach(2)sets of Engineered Plans.
""PROPER7Y SURVEY required for all NEW construction.
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Directions:
Fill out application completely
Owner 8 Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (A/C upgrades over t5000)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIttING (Front oi Application Only)
Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/FOOtage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF COMMENCEMENT IIIIIlIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIiIIIIIIIIilIIIIIIIlIIII
' 2009061680
Pennit No. Rcpt: 1241409 Rec. 10.00
Tax Folio Na��'�'—��-pi�IC,°b� �r'1- l~i G DS: 0 00 IT: p�00 Clerk
05/05!09
THE tJNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided m th�s NOTICE OF COMMENCEMENT
1.Description of property(legal description):b*�'�..n� l���nr��- ✓ `�',L���'�,��{�6►�� q.}.�ti� �r�,ua^�'� 'ti:��
a)Street(job)Address: �7�y$ 1-�I I.i��r,
2.General description of improvements. � -i�
� �
3 Owner Infom�ation �'- �n •
a)Name and address:(�e-����r, �i.�.�, 3?�}+�8 !.,i t���t r�t. Y�1-��C.r����.,�,5� I'1 3�74/
b)Name and address of fee sunple Utleholder(�f other than owner)
c)Interest in property ^
4.Contractor Information �
a)Name and address:-f f1t nr�sl-��,,,,n,�t'�.+�,���1 (-�<<u, �iG.�S Yy�n��r�-s �n lc�72c� Tv�,�� F( a.35�j
b)Telephone No._ �►3 78}'�G(,>`� Fax No.(Opt.) 8�3-?�S(�58f
S.Surety Information
a)Na�ne and address.
b)Amount of Bond: ,�r�in_H � o�r�t t i r�as�,o ci t RK � curnNrkou FR
c)TelephoneNo.: FaxNo.(Opt.) 050F256K9$��� iPG�1682
6.Lender
a)Naine and address:
Phone No.
7.Idenrity of person within the State of Florida designated by owner upon whom notices ar other docwnents may be served:
a)Name and address:
b)Telephone No.: Fax No.(Opt.)
8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713 13(1)(b),Florida Statutes:
a)Name and address:
b)Telephone No.: Fax No.(Opt.)
9.Expiration date of Notice of Commencement(the ezpiration date is one year from t6e date of recording unless a different date
is specitied):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPTRATION OF THE NOTICE OF
COMNIENCEMENT ARE CONSIDERED Il�IPROPER PAYMENTS UNDER CI3APTER 713,PART I,SECTION 713.13,
FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDIlVG YOUR NOTICE OF CO CEMENT.
STA7'E OF FLO A �� (yp�,I, ,,,,�„at::of alpnda � � �
couiv�oF I:TS w�'` � Bruce A,�sbel 0• � 4tiC��
�� p R�y�trn�miss»�nD566784 Signature of Owner or Owner's Authori2ed Officer/Director/Partner/Manager
or f��� Ex ires 0'�, :_i�U',!1 �
-- _ ["1cl��rc �- � aw �s
Print Name
The foregoing inshument was aclmowledged before me this�_day op (�C�� ,20�`��,by (�e��);�
I_ •���t� � (type of authority,e.g.o�cer,trustee,
attorney in fact)for (name of party on i ot whom instrument was executed).
Personally Known�OR Produced Identification Notary Signature
Type of Identification Produced Name(print) Q�V G� �. /4f6jt �
>��; $;,..
�����
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that
the facts stated in it are tn►e to the best of my knowledge and belief.
FORMSRJOC,rvsd2007 � � �ji�
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Signature of Natural Person Signing(in]ine#10.)Above
� � �"l�`�' - — 4025 Morris Bridge Road
� CONSTRUCTION Phoner(8113) 782 1064
ofCentral1�lorlda.1nc FBx: (813j 715-6585
ToII Free: (800) 224-1206
PROPOSAL SUBMITTED TO
, PHONE DATE
i,�c... �' r• ( -
STREET r5l i '- � ''
� SALES. AN ��
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CITY STATE and ZIP CODE � ' � j�.r 1 ? '
' ,�l JOB L0t2"A'�j(ION
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ARCHITECT DATE OF PI.ANS
JOB PHONE
We hereby submit specifications and estimates for, ``� ' 'l � , � -t
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Ul7e Propose hereby to furnish materials and labor-complete in accordance with above specifications,for the sum of:
, � x�
, , , _ ,....
Payment to be made as tollows: '' .Cr���� .j^ � � ��...�'._ ...,°.'""` """" dollars ' _ I
y� %' ,
. sP �� 93 �' —i
., . I �f � . ; , ;^ , • ''/" ��'� •'. iC'✓�=�� � '
All material is guaranteed to be as spgcified:All work to be completed in a workmanlike ' ' --
manner according to standard practices. Any alteration or deviation from above AuthO�iZed "i/ _ �;� �
speciricatiuns involving extra costs will be executed upon written orders,and will become an Signature ..-'� p" --. ���
_ . I
extra charge over an above the estimate.All agreements contingent upon strikes,accidents ' �
or delays beyond our control.Owner to carry fire,tornado and other necessary insurance.
Ourworkers are fullycovered by Workman's Compensation Insurance. withdrawn bytus fhnopaccepted w thin
i
days '
Acceptance of Proposal-Tne abo�e P�;�es,specifications and
conditions are satisfactory are hereby accepted.You are authorized to do the Signature
work as specified Payment will be made as outlined above
Date ofAcceptance � , ..a ,
Signature " •
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�HOMES N
To: Whom It May Concern
RE: Federal Registcr, H.U.D. Manufactiued Homc.s, Subpart F. -#328Z.254 Distn'butor and
Dealer Aherations.
Undcr this section of the H.U.D. Code,distn'butors and/or dealers c�altcr a na�u�ufa�chued honx
m such a way as to attach seroen room4,carports� shcd,garages ctc. providing said manufacturer
is in agreement with thc di9tributor's provisions of alteratioffi.
The provision shaU provide eagineered drawwu»gs as to how said ahcrdtions will bc attachad to
each bome aad tbe diatdbutors and/or dealas shall mnintain compl�ete records of all aherations
mede under this section for a period of twt less that Svo(S)years. 'Thcre must a1SO bc provisioru
fior perimeter blocking at intervals rt the attachment aidewalls of the home to withst�d the
download.
With the above appropriate format fvIIowal,Jacobsen Homcs would be in consecit with any a�d
all deakr aherations.
S�ccrclY,
�:-�C'----�
Dcnnis M. Schrader
President
DMS/pmc
P.O. BOX 368,b00 PACKARD COURT, SAFETY HARBOR, FLORIDA 34695
PHONE(7Z7)726-1138'
. ,
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY, FL 33860
(863j646-5517
Date: 05/04/09
B 8s H Construction
Zephyrhills, FL
Re: 2003 Jacobsen Mod. #: Custom
Address: 37448 Lilly Bea Lot #: 158
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 roughly a
6'x8' Shed in the rear of home
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5'4". Based upon
review and acceptance of other structure to home per manufacturers
requirements.
As always, should you have any questions, please feel free to call
me at any time.
Since ely,
��
Leonard G. Wood
4034 The Fenway
Mulberry, FL 33860
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. � � ENGINEERING REFERENCE SHEET
TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION
W- 1 4"CONCRETE SLAB ON COMPACTED F- L POST MOUNTED OVER 2 5/8"LONG X 1/8"THICK
EARTH FILL W/6X6X 1 OX l 0 W W MESH CHANNEL W/2"HIGN LEGS EXTENDING INTO
OR FIBERMESH,6 MIL VISQUENE VAPOR POST FASTENED W/ I 3/8"X 2 1/4"THRU BOLT
BARRIER&TERMITE TREATMENT WiTH WASHERS
USE 2500 PSI CONCRETE MINIMUM
USE 12"X12"MONOLlTHIC FOOTER ' F-2 3 1/2"MIN.CONCRETE SLAB ON COMPACTED EARTH
W/2 #5 REBAR CONT FILL W/6X6X10X10 WW MESH OR FtBER MESH W/6
W-2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE
TREATMENT USE 8"X12"MONOLITHIC FOOTER
TO EXISTING HOME W/t110X3"SMS 24"OC W/2500 PSI CONCRETE MINIMUM FOR CARPORT.
W-3 4) 12D NAILS TOP AND BOTTOM OF EACH 2"X F-3 3"X3"ALUMINUM POST SET 24"INTO A 16"DIA
6"STUD IN FIRST PLATE-OF TOP PT PLATE HOLE FILLED W/2500 PSI CONCRETE MINIMUM
USE 1) 12D NA[L 24"OC STAGGERED TO
FASTEN SECOND TOP PT PLATE. USE GALVANIZED F-4 3"X3"X.093 ALUMINUM POST
NAILS ON FRAME WITHIN 10 MILES OF THE
COAST A- 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST
W-4 GARAGES AND UTILITY ROOMS WITH W�-L W�#lOX3"SMS 16"OC INTO STUD WALL OR
ALUMINUM ROOF MAY ELEMINATE BR.ACING #10�"SMS 24"OC IF HOME HAS FACTORY
IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM
NAILED 3"OC ON EDGES AND 6"OC IN FIELD A-2 FASTEN SCREEN WALL TO HOST WALL WITH
W/8D NAILS OR USE 7/16"XI U4"CROWN #]OX3"SMS OR ttI0X3"TAPCON ON CONCRETE
STAPLES AT SAME CENTERS WALLS 24"OC
W-5 2"X6"PT BOTTOM PLATE ANCHORED TOCONCRE"I'E A-3 2"X SM BEAM THROUGH SCREEN ROOM SADDLE
W/3/8"X3 3/4"WEDGE ANCHORS 24"OC SCREWED BOTH SIDES W/3#lOX2"SMS
W-6 SLMPSON H-3 AND H-2.5 HURRICANE CLIPS OR EQUAL A-4 2"X2"CHAIR RAIL CONNECTOINS TO UP RIGHTS
ON TOP AND BOTTOM OF EACH STUD TO PLATES 1)INTERNALLY SCREWED W/2#lOX2"SMS
NOTE. ALL WOOD WALLS MUST BE A MINIMUM OF 6" Z)�1�1TERIOR/EXTERIOR CLIPPED W/2#I OX1"SMS
3) 1"Xl"X 2"ANGLE W/2#IOXI"SMS
ABOVE FINAL GRADE.
NOTE. HORIZONAL BLOCKING/F1RE BLOCK NOT RE U1RED A-5 MOUNT 2 1/8"X 1 1/2"RECEIVMG CHANNEL TO
Q POST OR SM BEAM AND MOUNT BEAM TO
[N UTiLITY ROOMS W1TH ALUMINUM ROOF SYSTEMS RECENING CHANNEL AS SHOWN IN CHART
B-1 GABLE RIDGE SUPPORT AND CONNECTIONS
FASTEN 2"X R1DGE BEAM IN SLOTTED 2"X6"
SM BEAM USING 1"ALUMIlVUM ANGLE FASTENED
PER CHART B IIl FASTEN 2"X6"TO 2"X SM BEAM
USING 1 1/2"X2 1/8"RECEIVER CHANNEL PER CHART B II
B-2 GABLE GARAGE AND CAR.PORT TO HOST WALL
CONNECT SINGLE 2"X SM BEAM IN 1 V2""X 2 U8"
RECENER CHANNEL FASTENED TO HOST WALL
WITH� !OX 3"SMS PER CHART BIlICONNECT 3"
EXTRUDED HEADER TO BOTTOM EDGE OF HOST
FACIA 24"OC W/# 10"X3"SMS
B-3 CHART FOR FASTEN[NG SM BEAMS TO WOOD
AND SM BEAMS TO ALUMINUM
MOUNT 2 1/8"RECEIVER CHANNEL FOR
SMGLE SM BEA MOUNTTNGS
� -
���� .
� � ' SOtLS AND FOUND,4,q1lUNS
���o� load 1nMnc,�,�d�,�,� �;��Qrdo�e 1805.4.2.3 Ple;n cancrcte f
Matcnal �. �����
Of Plain oo�cryu fo����ag�!!s of otha than
I 805 4Footings shaJl bc dcs�gncd an constructcd in �'8h1-framc coo�trudim ahalJ nd bc Icss thai 8 v,cha
AJlowablc bca�n6 �paciry of the soil i�not excoodcd, �d (203 tntt�)W}��y p!�oo soil
Thal difl`erzr�tial seWement u m'umimizod. The minimum Exception, For pla:n ooncretc£oodn sv
Width of footinga shall bc 12 inches 305 mm �UD R-3 ooct�encies rf�e � �On�ng
� � tcd to bc 6 ir►ch� 152 m.*n �v��css is vamn-
Docs oot cxtcnci ( )P Ma.t thc footing
F�n in Thic3v�es,of the��ond e�st9n�,greater���c.i
� �s witfi txpansivc soils shall bc dcsigncd
�n bccordancc with the provisio�u of Section 1805,8 Wall.
1805.4.2.� Placcmc�t�f�nncx�c. �� f�,ngs
1805.4./1.1 Design load9�Footing9 shall bt des' Shall nW br:plaeed tbrough w�;�.r unless a trzm►e or other
me most�vonbk effeda due to tbe combinati�os of for meihod epprpved by the building ,�cisl is uscd, Whcrc
lo�cis spc�ficd m Section 1605.3 Thc dead load shaU �n. P�B�Od°p�°f 1°�P«of wotu„ che
clued thc weight of foundatirns„ footings end overlying ��I �d�OBi� ��
trY aPProvcd mcans to cnsurt mw-
�1 R�d�cad Uvc bads,e sp,oci��m g�� 1607.9 ���� ��of tfie m�x and ncgligiblc pu��� ,�t
� P�►itted to be LLsod in daig�nin� foodngs,
1805 4 I 1 �b� �
nons or otficr vibrati��n��� ��8' 1805 4.2.5 prot�cti�of ncr�f�n
f°u"da�io4 considuadon shall be Qiven in thc fpoti�g shall be Pr�acted Som Seean � SS
➢�iod of nol less than fivc g��8�P��ting nnd t�r
dcsigo to pr,�y����d��ces of the soil. �thertaftcr Watcr shall
Nol be allowed to�ow ttuough the deposited aoocrr��
�805 4.2 C,or�s�a�Tt►e deai
strucbon of cancrzte footin �Rwteridr�nd coo- 1805.4.Z.6 F«min of
I 805 42.1 &�8he11 C�71ply Witfi SCCtion� PerT►uLiCd to bC CatR �� CO1Q+'ete foWings ere
ibrough 1805.4.2.6 and tfie provision�of C3ap. ion of the buil ' ���me��'L' �'�c opin-
�u I 8os 4.2. du�officia�soil ca�ditiwu do oa r�quuc
��8- �'�'dcn fortnlnB��M, tt shall bc !n
��i0°• Wbere a specific dai u not d�with C�apter 6 of AC7 318 ��-
Crete f � � provided,cAn..
°O�°Ks�PPa�►g walls of light-frsmc c�nsWc-
uon arz P�iur.d w be designed in eccordance with 1805.4.3 MBtpnry-unit footings, Thc design, matrnals �
Tablc I 805 4.2 °Dd°�utructian of masonry-unil footin
�th Soctiau 1805,4.3 I end 1803 4.3 ���A�Y
1805 4.2.I Of Chapta 21 D►ov�sions
Shall heve e���' CaoCTttt in foOtitlga
Lcss tfian 2,500 poun�ive s�gth)( c)of aot
Pa s9uare inch i 17 23 7 kPe) ��m' WbOf°"��fic daaign u oot prov�dod, ma
A� 28 deYs� My-unit foodn
S���c 8��DP�dnB walls of light-harnc con-
Pe�nnitied to b designcd in accqrdancc with
1805 4.2� Rc�xcrvod. TaDlc 1805,�2.
1805.4.3.I Dima�ti���,l,�,�ait faoting ahsll bc
laid in'[}�M or S mortu complyir►B with Sxtion
�7'WGS SUPPORTING W T�� 1805.4.2
ALLS OF LIGHT-FRqI►�CpNSTRUCiIONab c.d
MIMBER OF Fi,pp� W���F T}�CKNESS OF
SUPPORTED BY T}�FOOTIiJGS• FOOT�IGS F0077NG
� (inches)
(inch�s)
I
l2
6
2 15
3
6
18
8
For S I I �nch=25.4 mm, 1 fool�304.8 riun,
a acptb of fo�otin
b ��� Q'��� �cUoo1805.2.
�BI'�d under tfie 800r is permitsed to be excavaitd to
� ����8 W4W are Pau�ued to be�p��b thc cicvatioo of thc top of thc fooling
tbc width shown in this teble, nnd footing�shalJ bc Y iaolated footic,gs. T�e foocing wie�and t�ch�� be cw,cr
d For thiclmess of foundaboo weJls,su Sectian 1805 5.�not more than 6 Aat on anter,
� FO°a��P�ttod to �roo�P tn � �
Shall bt as upporting Qoc fl eddiCia�to U►c sciPuiat�d niunbcr of 600rs, Footings sup�O'►tuig roof ont�
f P� rcquircd for s
000crde footinga fa Group R-�occuparxie� arc perm,ctr�w be 6 inctus thicJc '
�HOME.S N
To: Wtwm It May Concern
RE: Federal Register, H.U.D. Maaufactured Aomcs, Subpart F. -#3282.254 Distnbutor and
Dealer Aherations.
Undcr this soction of the H.U.D. Code,distnbutors and/or dr.alers can alttr a manufachued homc
m such a way ag to attach screen rooms,carports.shed,garages etc. providing said manufacturer
is in agreement with thc distributor's psovisions of alttrations.
The provision shaU provide cngineered drawu�gs as to how said ahcrations will bc attach�ed to
each bome and tbe distri'butors ardlor dcalas shall mnintain compkte records of all ahere�tions
mede under this section for a period of n�t l�ess that fivo(S)years. Thcrz�st also bc provisivru
for perimeter blocking at uitervals at the attachtnent sidewalls of the homc to withstand the
download.
With the above appropriate format fvIlowod,Jacob6en Homcs would be in con�nt with any a�d
all dcakr aherations.
SinccrclY,
��.�f'-----�
Dcnnis M. Schrader �
President
DMS/pmc
P.O. BOX 368,6d0 PACICARD COURT, SAFETY HARBOR, FLORIDA 34695
PHONE(727)726-1138 �
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Hun
I2LA Admin{stredon
D�P«Ow�ru o/ConxnwJtyMairs
I'/0/idI Nildi/g COd1 QIiM
CoWS snd�
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Produet Ayprov�l Acc�pb:
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M F"��"`�'�'�:��'R`'�""� ApPlication Type Revision
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,t�- - -,�'�=�=. e�`` Code Version 2007
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� - �-�- _�.ti=.w=,;..� Application Status Pending FBCApproval
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Produd Manufadurer Kinro,Inc
Address/Phone/Email 500 Airport Drive
Mansfield,TX 76063
(817)473-4421 Ext 117
ddewey(�kinro.net
Authorized Signature David Dewey
ddewey@kinro.com
Tech�ical 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 Architedural Manufacturers Association
Validated By American Architeduroi Manufadurers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.5.2/A440 2005
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date 5ubmitted O1/22/2009
Date Validated 03/09/2009
Date Pending FBC Approval 03/15/2009
http://www floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDqs%2bYQ6%2f, 3/24/2009
, rionaa tsuiiaing t,oae unime Yage 2 or 2
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
annealed
!Limits of Use CertiFcation Agency Certificate
; Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.odf
' Approved for use outside HVHZ:Yes Quality Assurence Contract F�cpiration Date
! Impact Resistant: No 06/17/2012
' Design Pressure: +45/-45 Installation Instructions
a��� FL2864 RZ II Window Instaliation
Florida v032009.pdf
; Verified By:American Architecturai Manufacturers
Association
Created by Independent T'hird Party.
i Evaluatio�Reports
Created b Independent Third Party,
Ba�L FJ�rXt
DCA/�dmi�isUation
Mip��6nrnt o/CommwYtyAllrrs
i/OIfA�IIIIUdh10 CO�OIIkM
Cbdls NM Sf�v�dwdf
2555 Shumsid Oak Houkvard
Tallahassee,FbNds 32399-2]QO
(850f 487-182�,Fsx(850)�14-8i36
m 2000-2005 The S�te of Florlde.AI�riyh[s�erved.Coovriaht and Disclaimer
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Recommended Window installation Instructions
For Metal, Vinyl, Flush Mount and Recessed Fin
Including Egress Units
MANUFACTURERS NOTE:Fail�ro ta fotlo�v t1�iwAtr�ctioes m�y ca�nie t�c wiedo�w►t to i�etio��►rnperly.A�
prodacl liability and�rirr�oty eeuld be void. Tlese i�ll�tiea iwstructioes�re rocomme�datio�nnly. LocAl bailding
codcs may�pase Additioaaf req�iremenls�snd those codea msy aapersede trc�e i�nstrYCti�s.
l. RouaL Opening Pnp�ntioa
A. Cfpening for wi�dows should t�e fi�amed in sccordance with the�quired sbir�dards for si�,c of window
ased in order not W apply any load�ing to thoc window which mny hamper its operation. The preparr,d
mugh opening should aliow 1/8"cle�rance o11 Cach side,the hes�d and the sill, ineluding the t}iic;kness of
pt�e-finished p�u�eling,shims, liners,etc.,where uxed.
B. Wlndow ro�eh o wine s6nuld 6e level o1�mb a�d�y�+are: C.'heck width,height,at�d diagonal
measaremettts for squarcness. Thcr�e should be no more tf�att 1/�"variation betwven tt�ese
measut'emen�. Avaid ihe aqe of war�eci,twist�ed,or knottcd framing members. Ii is reton�mended
tbat the sill u!thC trw�6 optuiu�b�strai�It1 xnd IeveL Buwed or�varped gill 1�mias membef�s
can r+cgwlt lu a crowmed siN of tl�e w�i�dow�.
C. Makc qertain all moanting surt•aces(siding inclucied)are 4eeur�ely fasbencd and flat around the�erimeter
of the window opening. Chcck the opcning far cornect siz,e. Kinrc�r+ecommends adding 1/4"tr►the
aat+�al window width and 1/4"to the actual window he+ght for the rough opening si�e.
D Accordeng to Federal Manufaciured Home Wnstruction end Sxf�ly Staneiard,t�e boltom of an Egn�cs
window shall not ex�3b i�cl��bove the flaor,nor sh�tll any latch or ot�er device for the window,
screen,or storm window which ne�ds ta t�e operated in o�er to permit exit'uig,be located in excess of
.�+4 iDelfes from the finished floor.
E. Fiashin�: lt is not the responsibility of the wic�dow manufacturer#a design or recommend a flush'sng
system appropnat�e to each job condition.
11. Wir�do�v��nstallRtion
A. It is�mmended t�apply a l/8"ihick,suitable,gaocl quaility,�ton-har+dening, waicr resistant sealant
tape(putty or buty]type)to the baek ofthe window mounting flan�s ia ocder m p�ridc a goad seal
witb tlie homes weather-proof eavetope. If a gunabie sealant is ased,a 1/4"bzad should be appiied
centered over tfie mounting holes on the back of the wi�dow mounting flange.
CAITTION:
• Fur v�nyl windnws,do not t�ve a sea,lani that cc�tttains�lvents which may chemically attack
v eny t.
• The u�e af foam tapes is not rccommended for windc�w installation.
B. llo not rcmove atty shipping clips(if provided on the windaw series beut.s in.Stalled)and�IwaY+keea
ope�ti�e�sh ciosed and lockcd durino ��s���tion.
t
�:�� ] 1 -c�ii_��� 1�:�,�� f� f J t h1CiB 1 L.E HOME =,I_IFPL � �E,_,6r��3���� FH�aE: ]
C. Always handle windows properiy. Always pick them up by bcith side jembs using Uoth hands.Never
pi�;k up and�tan.d�e windows by the header only,si11 only,or by one side jamib only. 7hi�can dan�age
riie windows and possibly rupture the glazing sea!ancl/or joint caulkin.g,thus resulting in a possible leak
b. Catefulfy inscri the window into tt�e opetiing. Center llte wi�ndow in the r�ugh c�pening with thc sill of
the windo+w resting on the sill of the ro�h opening.
�;. Ihivc the first faster►er si approximately the center of the vcrtical freme jamh_ Drive tf�e seeond fastener
on the opposi�e jamb at ti�c approximatc ccatcr. Drive the third fastener at the ccnter af trie sill membec.
(Nute: Wheo inetnllia��rinda�vs cLeek t�e w�i'do.r sill!or�traig6tne�s. If tbe w�i�dow aill i�
crowned,s►pply li�ht pressur�e 9t the centcr oC wiudow sill�ntil it i�level.WLi1e holding the sill
levci,driv�e the riir+d f�atener tnb the e�gter of the sill.) lhivc the fourth faslener af the center of the
head. Run fast�neers,from nne of the a�ove fasteners,to the end of each firame metnber). Repcat this
step wrtil:�ll fastenets have bcx��it�scAcd from the center of the v�rtical frame jamb outwa�d to botb
ends of each member. Finish instsllit�g the faste»tr:g from the c�nter of tfie Flame Head and Sill outward
to the ends ofeaeh member. See attached drawing for visaal guide to fastaner placem�nt of assorted
window types.
Note: All tasteners a�oeld be driven atraight it�to ti�e w*indow� ft�n+�. See acctiop TR for fasteuar
iniot'mntMu.
This sequence of fastener i�stallation applies to both vertical and hurizontal sliding windows,flush
mount end ri;cessed fin mount,for both metal and vinyl windows. A drsw�in�is�tt�ched for visuel
nterc�ct.
Afier thc initiEal fast�cners are placcd, it is important d�at 1he installer does not run the remainder of the
faSteners in a coirtinuous c;lcx;kwise{ur wunier elQCkwise)fashiun tunund the window.
F. Avoid dsmage to the seal betwern th�e glass and the wincic�w glaaang member. Power drivers sbould bc
adjasted so as not tc�cause excessive dimpling of the winciow flsnges. Careless mounting procedvres
could ne�ate wiadow certification.
t:i. lt Ihe cxposcd sur#'aces of tt�e rough inside opening are io be trimmod oul wtth pre-�nished pa»eling, it
rnust be��ne in such a manncr so as nat to distort or twisE the window frame rnetnbers and make th,e
operating sash tight or i�rpera�le. if intetior trim is installed prior lo window installation insure thgi
enou�;h room is leR t�a11ow the window to fu11y s�ai a�a�nst the exterior wal�surface. 1)o not obs�uct
tilting xash operatioa or Iocking m�ch�nisms with inside trim,wood mold'eng,etc.
Ti. Windows should be checked alier instatlation tc►make sure thai a11 moving panels,mechanisms,latchcs,
and ather handware fiu�ction properlY• qnr shippimg clips must be rcmoved prior to operation ofthe
wind�w.
l. 1�e window's exteri�r mourttiag flanges should be cht�kcd after the insiatlation to assure an,a11-weather
seaL !t is n;commet�c3�d to se�l 1he outside top of window(full width)with a goad quafity sealant foY
additi�nal insurance.
J. Fot viriyl windows,leave an appropriate gap betwecn the edge of ihe sidi�tg n�ate�ial8nd�he window
frame tt►allqw for siding expansion and contracriun. r'ot I�rge vinyl winduvvs with recesst�flns(size
72" in widlh and wider)Kinru rccottunends a s�ll support(minimun� f"thick)be installed underne�xth
khc projec#ed frame sill an d�e outside.
2
t��-7 1-2!�[�'=+ 1�1:��I 1' f! T f'10B I L E HCII'9E '=�1 IF'F'L i �1F��r�r�i�.�?.`_ F'H�aE:�
�C. TIIC UsC O��►������'''b"'°°VVfIAdO�tl OC�►i�!!'�OnE Of�t!
�'��e�Oe s�'sbem�the windo�w aa+r0i8adiai. T6e opas�»S i�tions and
c�xtific�tian lebcl ar��pamanent�t't af th�Egr�wait and mu�t not be nano�rred.
L. �s4nnid�o�l b�an��ion plac�ed,attsched,ar locrimed ieaide or at�taide u�E�ese wiuduar
which wauid t�na�a direc.'t aCCxss t+�E�t+es�Dev'tacs oc�aa the min�usn�io�ns fnr
horiroo�nfal.v�,aa�d sqw�rt�a Qf a��a�td far e�n&
Caatior: Flamznable fabrics oonld pr�veint aor.�s to the+r�cit devioes.
M. An operationat c�ecic of each ir�►!�d�Whd�n+r ar beh►ia shall be mada at the instali�pon site.
For ldu�mrtuf�u�+ed ho�nes it n�+eoo�wnr�nded ttmt thc M�w�ed Home Fi�c�o�y t�000rd and
n�tain a pemune�t reoord of tbe s�cria!nuneber of d�a�.g�eee tuent ia di�+aot t�on�dst�on with tbe xriA1
runnber af the N�nuf�ct�u+ed Ha�t��vt�ic�it�is ins�lkd. Thi�s vr►ill fsa'�e a�rre�tton,recall aad
notific�ion far na�n-oor►�tianoe da6ec�saodlr�r inat�etrt safety�r+ds.
N. Do not i�tl vunyl windovvs an tap of v�e�ical or�1�ta1 sid'ua�g. �'IenB+es m�'b�d��d
leab mgy oo�ui: 'Wairmty is void.
U� �
A. Eitb�qr�cxewa,n�ils.or atePle�msy be tua�d as fe�enas�ar yonr indallebor�. 'Ihe f�a�na'�t
p�r�etra�e fht�d ed last ane(17 inch,�bwui$fo�'�ria'�• T�p�"P�'����
holes in a�r wi�ndo�w tla�g�es a�+e�o�t our cte�on�wbo ux#8�mn hesd�+aw f�e�net'�.
Otlwr ec�ivsle�fasMwers woeild bc�s 5ollows:
1. bD smoo�th�c�mk ue«"kc(aw�. 1 'i4'°p�ion)
2. bD ru�g�hank neib
3, 16 ga�tgb�ive c�o�ed staples,7/16"c�o�w�.
Nota ,Any�ener,eithef x�w,n�ii,w s�le tht��kR�tpoeed to dre we�1�r should be of s pla�ed
type tbet will nat cosroci�.
C. 1�Wi�d 9tieed mn�a�lerr�„Wiad.,���% an w�ev�en corr�ed sldict�.a
�sia�td�e plso�d i�erer9�eie tiu�re�p��pier w�st�er sed aro��d tlu�per�ler�
!re wi�tda�r. On��ooth w�ood fmis�aid'mg,a�a�er in evay ot6enr b�ole foc aluaqninum wind�vws snd
e+*e�r�►�ole�oar r�yl w�dvws b i+eoorrra�a�d�d. When iastalli�a ws�dow a�tl�is�asl�ion,tbe
ir�le,d wind�r shoukl ba che�ed to a�sut+e dmt d�m+e�nc uo tuuoaiainro darts or tise�in ihc fin�at
would sUow a wamer or air leslr. Exoarior lype trim caald t6e�b�pl�+d a�ner tha w�ndaw. When uasm�
nniis ar staplea,the.Y do nat l�ave tu be iQ the b►a�)ust in tbe�enes�lloarCion.
D. L Sneed?ro�►es��,4�et��a�+�ater[HUD-Wi�d 7.o�e��ar III1: oR►e�Cener�ttatld b�
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,- `�"'�'�`� � ' :Code Version 2004 FL# ll22.1 — --—
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M1, t,,�,�;w,.,. . 'Application Type ALL Product Manufacturer Elixir Industries Georgia Door Division,
° "''�" �Category Exterior poors Subcategory Swinging Exterior poor Assemblies
, �;�'' ..'}'' ' licatio�Status ALL Co
. l:`��,_�� �App mpliance Method ALL
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�Search Results-Applications ;
i FL# T Manufa urer alidated Bv Status
FL3722-R2 Revision Elixir Industries Georgia Door Division ppp���
Histo FL#:FL1722.1
Model:402-14
Deseription:Vinyi Steel Outswinging Regular poor- 14"x14"Window
j Gtapory:Fxterior poors
j Subcatepory:Swinginq Exterior poor Assemblies
DCA Adminhtration
asl+��wt o1Ca��ruwityA/b'ss
/iwi�Mitld�y Ce�OwAi�e
Ced�s�wd ttp6�
2555 Shumsrt)Osk BouNwM
TsNahaaara FbrN�32399d2AD
(830)487-Id2Y,Ax(8W)914-80%
�2000-2005 The Shte of fbrida.Aq riqhts raservad.Caovrfahc and Disclaimer
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Produd Manufacturer Elixir Industries Georgia Door Division
Address/Phone/Email 1215 Pope Drive
Douglas, GA 31533
(912) 383-9227
dmorgan@elixirind.com
Authorized Signature Diskin Morgan
dmorganC�lelixirind com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior poors
Subcategory Swinying Exterior poor Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 1997
Equivalence of Produd Standa�ds
Certified Sy
Approved Certification Agency
FL1722 R2 Equiv AAMACERT DEC2007 udf
Produd Approval Method Method 1 Option A
Date Submkted 12/27/2007
Date Validated 12/2i/2007
Date Pending FBC Approva! 01/09/2008
Date Approved O1I29/2008
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtVmPbpn2 3/12/2009
A �
AAMA
(Validator I Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
Elixir Indusdies
P.O.Box 150
Douylas,GA 31533
Attr�: Randall Yarberry
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory The approval
is based on sucoessiul completion of tests, and the reporting Uo the Administrator of the resutis of tesls, accompanied by related drawings,
by an AAMA Accredited Laboratory
1 The�isting below will be added fio the next published AAMA Certified Products DirecLory
SPECIFICATION
AAMA INTERIM DOOR CERTIFICATION PROGRAM RECORD OF PRODUCT TESTED
ASTM E 330-02 DP=+40.0/�5.0
COMPANY AND PLANT LOCATION CODE SERIES MODEL d�PRODUCT MAXIMUM SIZE TESTED
NO. DESCRIPTION
Elixir Industries-GA
Elixir Industries-NC 77024 402 20S
Etixir Industries-TN 17026 OUTSWING DOOR FRpME PANEL
Elixir Industries-TX 17034 (WOOD FRAME)(O,X) 3 0 x 6 8 3 0 x 6 8
, ,, , �, � +, , ,,
Elixir IndusMes-AL ���5 (STEEUFOAMlSTEEL)(CG)
17081 (TEMP GL)
2. This Cerdfication will expire November 20, 2011 and requires validation until then by corrtinued listing in the current AAMA Certified
Produc�s Direcb�ry
3.Product Tesbed and Reportad by: Dallas Laboratories,Inc.
Report No. 39576
Dabe of Report: November 21,2007
Validated tor Certlficatbn
�:�J��
Associabed Laboratories,Inc.
Autho�ize for Certlficati
Date. December 17,2007 �
Cc: AAMA � _�t �
JGS Am 'can A�ra�l�Ma�Association
ACP-04 (Rev 8l06)
EI EL'I�IR
INL�USTRII�E�
Installation Instructions for
ELIXIR Regular Outswing Doors
SIZE AND ROUGH OPENING
Eli�cir Regular Outswing doors, series 200 (prepamted steel skins), 300 (vmyl
steel 6-panel skins), & 400 (vinyl steel skins), are designed so that the rough opening
dimensions are the same as the ca11 size. (Tolerance-0, +1/4 )
Example: If a rough opening is 34 x 76 , order a 34 x 76 door.
INSTALLATION
Be ceMain the tloor is tevel and that tfie rough opening is squarE before
attempting installation.
1. Make certain all mounting surfaces (siding seams included) are securely
fastened and flat around the perimeter of the rough opening. There should be
no obstructions in the opening(i.e. metal straps, belt rails, etc.)
2 Apply sealant tape to the backside of the door's mounting flange, covenng all
screw holes.
3. When installing the door lock, place the seal on the exterior side of the door,
and position the door lock where the teeth of the key are pointing up when
inserted into the lock. The drain hole will be at the bottom when installed
properly.
4. Do not onen the door or remove Shipplrig clips or shims before
instatlation. Opening the door before installation will destroy the proper
squaring of the door. If shims are not in place, position one shim at the
bottom of the door between the core and the frame. Position the other shim
near the striker plate between the core and the frame.
5. Insert the door assembly carefully into the rough opening. Make certain the
door sill is secure on the floor and that the frame is NOT twisted.
6. Fasten the door with screws using the following method. Drive six screws
into the outer frame. Drive one in the middle, top, and bottom of the hinge
side; then do the same on the lock side. At this point, open and close the door
to check the sealing and workabilit�� of the door. After this check, install the
remainder of screws.
t u��a osios,�2ooa
,
Note: Screws should NOT be angled or over driven and be certain
that the frame is NOT twisted.
Elizir recommends using a#8 x 3/4" or larger screws.
7 Open the door and remove the shippmg shims ar fasteners
8 When installmg a door chain, make sure that the chvn bracket is screwed
down m the posinon marked by a label at the top of the door
9 Eli�r recommends that a dripcap be mstalled over a11 regular outswing doors
10 If the Elixir door is installed properly in the rough operung, the door should
not have to be removed or adjusted unt�l the home is setup at the final
dest�nation and the penmeter blocking has been completed. What happens
somet�mes between installat�on and final setup, a house will be sitting in a
posihon that the door could be racked. The door should not be adjusted
because the door should return to the orig►na] squa.red position once the house
is setup and leveled.
If ad�ustments are made before final setup, adjustments will probably need to
be made again.
SETUP
The home needs to be setup properly if the door is to work properly.
11 The home MUST be level for proper operahon. We recommend the door be
perimeter blocked undemeath both sides of the door For double french doors,
block under both sides and in the rruddle
12. After the door has been mstalled with hardware and the home is m a level
position, check to see that the door is opening, closing, and sealing properly
13. After the home has been setup at the final dest�nat�on for at least one month,
the perimeter blocking needs to be inspected to insure the home and/or blocks
have not settled. If the home or blocks have settled, the penmeter blocking
under the door(s) needs to be adjusted so that the blocks are secured tightly
agatnst the frame of the home. These inspections need to be conducted every
two to three months or when ever the door(s)seems out of adjustment.
2 IJpdated 08/OS!2004
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