HomeMy WebLinkAbout17-18843 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1.8843
BUILDING PERMIT ,���
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� ' - PERMIT INFORMATION - � � LOCATION INFORMATION %,
Permit Number: 18843 Address: 39538 VALDERRAMA LN LT 217
Permit Type: ADDITION/ALTERATION - ZEPHYRHILLS, FL. I
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s):217 Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 28,750.00 OWNER INFORMATION
Date Issued: 10/06/2017 Name: NHC-FL115 LLC ATTN: TAX DEPARTME
Total Fees: 435.00 Address: 27777 FRANKLIN RD STE 200 I
Amount Paid: 435.00 SOUTHFIELD, MI. 48034-8205 I
Date Paid: 10/06/2017 Phone:
Work Desc: ROOM ADDITION 14 X 45 W/ PATIO COVER FOR WOOD DECK HALF BATH
CONTRACTOR S APPLICATION FEES
SUNSTATE ALUMINUM INC BUILDING FEE 232.50
JAMES O MORTON ELECTRIC CO.,INC. ELECTRICAL FEE 75.00
CARR CONTRACTING SVCS INC PLUMBING FEE 67.50
BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 60.00
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� - Ins ections Re uired
FOOTER 2ND ROU H PLUMB MI I S LATION CEI ING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONTRA O SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: �' ��j,ClYlr���'�'l
Date Received: �j-� ��7
Site: ����� ��l�,�i'C��a. '
� Permit Type: ��s�'l �. � �x ��.e y�' �'�-GJ�lI�Gt��
_ G�l�°S�?r�-, / 2 �
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Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ �
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This comment sheet sha11 be kept with the permit and/or plans. �
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Kalvin Switzer— s Examiner Date Contractor andlor Homeowner -
I (Required when comments are present)
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FLORlDA BUlLDIiUG C01?�,ElVERGY CONSERVATId711! s
� `" Residentiai Buitding Therr�al Env�lop�Approac6� � ,
FtDRNi R402-2014 Ciimate Zon�❑ 8 li
Scope:Compliance with 5ection R402.1 1 of the.Florida Building Code,Energy Conservation,shali be demonstrated by tfie use of Form R402 � '
for singie-�nd triultiple-family residences of three stories or less in height,additions to existing residential buildings,alieratlons,renovafioris, B
and building§ystems in existing buildings,as applicabie.To comply,a building must rrieet or exceed ail oi the energy efficiericy recjufrements �
on Table R402A and all applicable mandatory requiremerds summarized in Table R402B of ih'is form.If a.building does not compiy with this
method,or'by the UA Alternatide rziethod,it may slili co'mp�j+under Sebtion R405 af the F/arida Buitding Code,Energy Conservation, �
PROJECT NAME: �,�,�.� rr E-�-a r BUILDER: I
AND ADDRESS: 3c�53 S �0.�,�.��� SLU'1 S�Lt-�e ��k'7'�^w"^� /,,
owiaE�: �a�es{-tG C��-S� Ldt: 2f� PERMIi?INGOFFICE: � C�� ���Y�t�K �
Ze�k�rh�ll.s, Ff, 335='t� JUF?tSDICTIt�NKIJMBER:. �//�o� 8
PERMtT NUMSER: `g��?J �
Generel Instructions: �
1.Fiil in ail the applica6le spaces vf the"To Be fnstalled"column an Table A402A tivith Yhe irtformation requpsted.All"T.a Be Installed"values musY be B
equa!fo or moie efficieirt than the required leveis. �
2.�Comptete page 1 based or1 the'"To Be instailed"column information,
3.Read fhe iequireinents of Table ft4028 and check each bbk t"o iridicafe your intent to compfy ivith a11 appiicabfe items. �
A.'Read,aign and date the"PKepared By"certification statement at ihs boftom of page 1.7'he owne[or owner's ageni must also sign and da4e tfie form, Q
1. Ne+nr consYruction,additi6n,or ezistin�buiiding 1, Dh� �
2. Singie-family detached or muitiple-fiamity atiached 2. �SI Y1C� � �
3. If multiple-fainily;nutnber of units covered by this submis'sfon 3. ^ �
A. is this a Worst ease?�yesino) 4. _,_C30,
5. Conditioned fioor aisa(sq.ft.) 5. 53 a __,__ �
8. lNindows,type and area �
a) U-factor: sa. •�D �
b} Solar Heat Gairi'CoQfficient(SHGG) 6b.
c) At�a 6c. .S7 __ /D o B
,�� 7. Skyiights B
a} U•factor: �a. N/1�
b) Solar Heat Gain Coefficient(SNGC) 7b_ B
8. Floor type,area ar parimeter,and insulatian: �
a) Slab-on-grade(FFvalu�) 8a- _. �
b} Wcod,r�ised{'R-valuej sb. 53 02 R-13
c) Wood,common(ft-vafue) 8c. �„�„__ B
cl) Concrete,raised(f1•value) 8d. �
e) Concrete;cbinmon(ft-value) i3e.
�J. @Vatl type and insula4iona V �
a) Exterio'r. t, Wood frame{in'sulatioh R-value) 9a1. J�7� �_ 2'�3 �
2. Ntasonry(Irsulation R-value) 9a2. a
b) Adjacent: �, �Vodd irame{Insulation R-vaiva) 9b1. _ o?o� .._._�_ ,��3
2. Masqnry.,{insulatior A-value) 9b2 8
70. Ceiling type and insutation �
a) Attic{Insulation R-value) 10a.
b) Singi�assembiy{insutation R vaiue) 10b. ���.3 2 �3 D 8
1i. Air disfribution system: L Q
a) DuCt loca9ioa,insufation 1'ta. _�1C�S/ /n.cj �
b) AHU location 17b.
c) Total duct f0a{iage.Test rzport attached. 11c. �' cfm/100 s.f._ Yes� No l� 8
72. 'Cooiirig system: a)type 12a. �X/S7�"i�w' B
b)eEticienGy 12b, �/
'13. Heating sysiein: a)tyPe 13a. E.e l5�'i� 0
b)efiic.iency. 136. �' J �
7h. HVAC sizing celculation:atiached 14. �/ Yes�7 Ido� �
15. VJater heating system: 2)rype ya'a. EIC�s - - f �C ri�
b).efiicTericy y5b. �� 0
1 herpby CQrtify that the pl�ns and speci�cations coveied by thts form are Review ofi plans and specifications co'vered by this forin inilicate 8
in coriipliance with' e Florida 8uildin' �d��e EnergyConservaYian, compliance'wiCh the FloridA Suilding�ode,Energy Consenrafion.8efor� B
PREPX�RED BY• ���ri'ti�- Dale_ B"a�"�� canstruction is compiete,this building wili be inspected for compiiance in
�~-' t hereby certity a#thi U�s in compliance with the Flarida BufldJng accordance wiih SecUa . O8,F . 8
Code,Energy Consaivation, CODE OF ICIAL: �
OWNER{AGENT: Oate;_ Dafe: '� �
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FLORiDA BUILDING CC1D�-ENERGY Gl7N6ERVATtOPJ,Sth EOITIOM(2fl14j R-C:3
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� TASLE R402A CXC�(Iey�Y 1�w.IM _ Ll°.�. 6"Y'ehG��� 1�N'� U���� 4- b�Lpw
� BUILDStJG CONIPONENT P—PE$CF}lp�VE REQUlFtEMHNTS' INSTALLED VALUES
� CUmate Zone i Cllniafe Zoqe 2
Windo+tis: Facior=b;65z U-Factor=0.4D'-' U.-Factor=
� HGC=0.25 SHGC=0.25 SHGC�
Skylights iFfactor=0.75 -factor=0.65 Ll-fa6tor=
8 SHGC=D.30 HGC=0.30 SHGC=
� Ooors:Exteriordoor 1�facfor=0,65"' factor=.0.403 iJ-faotor-
� Floots: �
Slab•on-Grade NR Fi
(� Ovor�unconditionedspaces` R-13 -13 R-Value=
a Nlalls`:Ext.a.nd Adj.
Fraine � Ft-13 R-13 R-Value=
Q Mess
lnsulation on tivall intefior. R-4 R-6 R-Value=
8 insulation on v,all exterior R-3 R-4 fT-Value=
� Ceilings5: =3o R=38 ft Value=
� Air intiitration: Blo iJoor test.is re " d on the building envelope to verify leakag2<5;At;H; Tofal leakage.=ACH
test repod prow ed to oo�e ofncial. Tesi re�'ort Attachedl
Q Yes L! No O
B Air d'i�iiibution systam': �
air'handling unit Not�Ibtived in attic i.ocation:
� Ouct R-value R-value>R�8{supply in attics)dr�R•fi(ali other duet locationsf- R-Value=
0 flir leakage&
Q Duct test Postconstructio7 tes:: Total ieakage 5 4�fmli QO s.f. To[al leakage=_ cfml100s.f.
Rough-in lesi Totai leakaye<$ctrrJt 00 s.(. Test report Att3ched? Yes.❑ No❑
� Ducis in conditioned.space Tesi not reqiiired if a�l ducts anii AHU are in eondi[ioned sPaco Location:
� Air conditidning system: tvtinimum federal star,dard required by NAECAS.
Central system�65,000 Btulh SEER 13.0 SEER=
0 .�oom unii or•PTAC EER.jfirom Table C403.2.3(3}] EER= -
Other• See Tables C4032.3(1)-(�I 1}
B Heating system: Minirfium'feder�tl stahdard required by NAECA6
0 Heat purimp_<65,000 Btuih HSPF 7�.7.�befora 1/1%15);HSPF 8.2{as of 1/11Y 5) HSPF=
Gas fumace,non-weathorized AFUE 80°o AFUE_
0 Oil fumabe;non=�veatherized AFUE 63 o AFllE_ ,--
B fJihpr.
Water heating system{storage type): Minimum federa[standard ret�uifed by NAECA°
� Eleciric' 40_gai;EF=0,92 Gallons=
� 50 gal:EF�b.80 EF=
GaS.fireiifi 40 aal:EF=0.59 Gallons=
� 50.ga1:EF=0.58 , FF-
Oiher{describe):
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� IvR=lvoreqiiiremenL
(1)Bach component p�cse.-��t in the As Proposed t�orne musi meeY or eaceed each oi'tl�e applic�ble�.�erformance criteeia in prder eo comply tivith this cqd�using
8 fliis metftOd.
a {'L)I$r'impact ratecl fenestratiUn compjying ivit'h_$ection R3U 1:2.1_2 pf thi;l�larida$uilrling Cnrle,Recideariat nc Section 1609.1?of the Fldriitn Buildiir;;Cotle,
Brrildinp the maximam U factar si�all be p.?5.iq Climat-�Lone i ttnd 0.65 in Clima[e�une 2.rin azea-wei�lited,average of il.-facmr and SHGC'�"sl�all be
� acccpted to meec(he requircments,or Lp to la square Cect of glazed fen�stratinn�rca are s:xemp[ed trom Uie U-fac�or nnd�HGC requirem�nt bascd on
� Sections 1t402:3.i,R4.U2.;�and R902:3.3.
(3)One side-hinoed opaqua door assembly up to 24 sguare fee[i�exeriipted from this U=�cmc requitianent.
� (�)X-values are for insulation matcrial only..is app[ied in accordance tihlh int�nuCttcturers' installation insn'uctions.For mass'walls, tlie"interinr of wall"
� �'equirement must be q�et CXC�QI if at le�.st Sf5 percent of the insutation rec1aired for ti�e"c:xterior of tivali"is instatled exterior ol;ar iuteeral to,the w�ilJ.
(�)D"ucts&AHU insta]led"sdbstantisIly leak,free"per Section R�03.2'l.Tes[reyuia�ed Uy?n.energy i�ater cCrti.f.ied in c+ee�rdan�e r,uith,Sectian 5�3.99,rr��rirr�
8 Statrires,or ati authqri•c.u!by 1-loridrr St�tut¢s.Th�total lcakage tesl is not required t`or ducts and air handters tuoated entirely within the buililina thermal
a enc�elope.
�6)Minimuna ei'Gci�ncies are t(�ose set by the A'��ronal Apglinnce Enc:rgyy Consei•+�nrinn Act bf 19$7 Car typical resi8ential equipment nnd ute§nbject to'NAECA
� rules and regulati�i�s. Ft�r Uthr.r t�p"es of equipment, see Tablc;s CA{53.23(1-1 l) of the Commei�ci�l Prvvisions crf Lhe Flol'ida 13crilc'ling Code, Erter'g}
� Co�iscrv�aticin, �
� (7)�i�r.other eli:cttic Stdr:t�e volmacs,min.EP=0.97-(0.170132�`volume). G
(3)For ather nfltural�as siorage;'vtilunies,min.Ef=D.67-(0.0019�vohune). �
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R-C.4 FLdRtDA BUILD[NG CODE—ENERfY CONSERVATION,5th EDITIpN(2074)
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813-780-0020 City af Zephyrhills Pe�r pli ian y�\. Fax-813-780-0021
Buildin ,D�rt �
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Datg 12ecetved � f � j f!f
Phone.Cantaci far Perm� '
Owner"s Name � '�..//S� GLG Lli- y Owner Phone Number
Owner's Address�77�7 / 'R srF(Z//�y �- �� � .� �pwner Phone Number � � �
)
Fee S3mpte Tltleholder Name 4wner Phone Number
Fee Simple Titleholder Address
JOB ADDRE5S �S Q L"' !�»t Z l�! [4 j `�L. � Ya- LOT# a/
SUSDIVISION Q(�1�i rI G �f�.�I PARCEL ID# �t-a�-a r �t1Vt!{J '"{�{�l G!{�"�{1� GI
T-- (OBTAINED FROM PROPER7Y TAX NOTICE)
WORK PROP4SED e NSTAL�STR� REPASR � SIGN Q Q DEMOLISH
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF C4NSTRUCTipN Q BLOGK Q� FRAME � STEEL Q 1
DESCRIPTION OF WORK (J C•! T f !�L"'�. T' �7( l� � � I�I W[,�(J(Y �l4" �`, ��u�� �� �
BUI�DtNG St2E l��"�3 � SQ FdOTAGE C� FiEIGNT [___�
rmrrr�-er nrr�-m-r-rrr�-�rrmrrrmrrr-mrrr-rrm-rrm-rrmr-
�BUII.DiNG S n� VALUATiON{7F TOTAL CONSTRUGTI4N
V
QELECTRICAL $ �4�v � AMP SERVICE �'� u� GY Q W.R.E.C.
' QPLUMBING r' � (o ti� �� ! �
L "�y u
QMECHANIGAL $ ��J` VA�UATl4N QF MECHANICAL[NSTALLA'S'tON ��
U
QGAS Q ROOFING Q SPEClAI.TY 0 OTHER
F1N(SHED FLOOR ELEVATIONS �� �LOOD ZONE AREA DYES NO
�:-w.C.�-'�7-'�-:-��-i-+'r�.:-:-�f7-0-'t:-�.E-:-%--•--•-Y-•--r-;--S-F��:-'��.p-'r'.5-:-7--.-.-..-rr+-i-:-�FL-+'..p-:-'r',�+-:.�t�7�.S-r
BUILCIER /�,,,�,� � COMPA� � ��((�(-P I ! ✓�u �
SIGNATURE � L�//iC/J REGISTERED Y/ N FEE CURRE� Y/N
Address S� '�� �`+j^ � i � G�� 33rY1—ucense# G�G C�Sc��j7
ELECTRSCIAN J1 ,n'- _ � 7� �dMPANY a1-�tS3't �/'�''��Y�t L_ -1
SIGNATURE /��/"� /��(/�P " REGISTERED Y/N FEECURRE� Y/N
. 7� � �
Address ��i�v"✓ �� 7j;r'35 License# �� �U�� �i 3 � �1�`
' ::.. ... '�7 y� t lY����� � �`�
PLUMBER /+�COMPANY � � � �I"
StGNATURE REGISTERED Y EECURRE� Y/N
Address License# �- lta-- ���
, � . �. ��'-�- � ��-�--�
MECHAt1ICAL /j���`� GOMPAHY CiG Y�,j� F�t l�C k P
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address � 1{�/? "G- t �.� 3a'�! 1 License# �� 1�'L d �
OTHBR COMPANY �
SIGNATURE � REGtSTERED Y/ N FEE CtlRRE� Y(N
Address License# � �
IIIIIIIIIIl11.1111111i11111111111111111111111I1111111111111111111111
RESIDEMIAL. Attach{2}Plot Plans;{2}sets of Building Pfans;(S)set of Energy Forms;R-O-W Permit for new consWctior�,
Minimum ten(10)working days aker submittal dale. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence instalied,
. Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projecls
COMMERCtA� Attach(2}compiets sets of Building Plans plus a Life Safety Page;(S)set of Energy Forms.R-0-W.Permit for�ew construction.
tviinimum ten(10}warking days after submittai date. Requlred onsite,Construction Pians,Startnwafer Plans wt Sitt Fence instalied,
Sanilary Facilities&1 dumpster.Site Work Perrnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sels of Engineered Plans.
""PR4PERTY SllRVEY required for a3t NEW construction.
-�-i-i-i-I-.I-.I�i-�4-1-i.��i-S�-i-i-�Fi-i..i.d-i-l-i-i--i-i�i..4-i-1--i-{.-Fi-F-I-I-4-t-E-i-i-.4-I�i-�t-i�-i-i-i..I-I-.4-i-i.-i-I�-i-i�.i-�i-1-.i-t-
Directions:
, Fill out application completeiy.
i Owner 8 Contractor sign back af applicatton;notarized ' '
if over$2500,a Notice of Commencement is reqaired. (A1C upgrades over$�564)
" Agent(for the conVactor)or Power of Attorney(for the owner)would be someone with notarized Ietter from owner aulhorizing same
QVER THE GOUNTER PERtutITTiNG {capy of contract required) �
Reraofs if shingles " Sewers Service Upgrades A/C Fences(Plot/SurveylFootage)
Driveways-Not over Counter if an pubifc roadway's..needs ROW �
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulafions. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Biock"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may appiy to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
i 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 government agencies may apply to the intended work,and that it is
my responsibility to identify 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,WatedWastewater Treatment.
- Southwest Florida Water Management District-Weils, Cypress Bayheads; Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Weils, 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 fili:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drairiage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used 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 affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafte�
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117 03
OWNER OR AGENT ��� CONTRACTOR�L� si�G,4G��
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by � bv ��14�hV 1/�1Y1'15
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Bus[ines (�
P�OIl.J.7l���1 r � USER:r enAPProval _
�
Regulation
Product Aooroval Menu>Product or Aooliration Search>Aoolication Lis[>Apptintfon Detail
�%^`..^c.�
�'•��_�'. rk FL# FL12500-R2
•�- •�.�',c}�M-'
_ Applicatfon Type - Revision
Code Versfon 2014
Application Status Approved
Comments
Archived ❑ "
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 Christine Watson
' Christfne.Watson@norandex.com
Technical Representative Christine Watson
Address/Phone/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 Walis
Subcategory � Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Lfcensed
Fiorida Professional Engineer
C�/J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Niem(nen
the Evaluation Report �
Florida License PE-59166
� Quality Assurence Entity Architectural Testing, Inc.
Quality Assurance Contrect Explration Date 12/31/2015
Validated By ]ohn W.Knezevich,PE
' C11 Validation Checklist-Hardcopy Received
�ICertificate of Independence FL12500 R2 COI 2015 OS COI Nieminen.odf
Referenced Standard and Year(of Standard) Stand�rd Year
- ASTM D3679 2009
I
Equivalence of Product Standards
Certified By ,
Sections from the Code
https://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 7/3/2015
Florida Building Code Online Page 2 of 2
.,. , --
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 Norandex Vinyl Siding Systems Vinyl Siding Systems
Lim' se Installation Instructions
Approved for use in HVHZ:No FL12500 R2 II 2015 04 FINAL ER NORANDEX SIDING FL12500-
Approved for use outside HVH2: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 thfs applfcat(on Evaluation Reports
pertains to one particualr siding system. Refer to FL1Z500 R2 AE 2015 04 FINAL ER NORANDEX SIDING FL12500-
' ER Appendix for all systems and desfgn pressures. R2.odf
2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes
Back Nezt
Contad Us::1940 Nohh Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The Sta[e of Florida is an Aq/EE0 employer.Coovriqh[2007-2013 State of Florida ::Privacv Statement::Ac�esslbill[v Statement::Refund Statement
Under Fiorida law,email addresses are publlc records.If you do not want your e-matl address released In response to a public-records request,do not send
electronlc mafl to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,ptease contact 850.487.1395.�Pursuant[o
Section 455.275(1),Florida Statu[es,effedive October 1,2012,Ifcensees Iicensed under Chap[er 455,F.S,must provide the Department wi[h an email address If
they have one.The emails provided may be used for o�cial communicatlon with the Iicensee.However email addresses are publlc record.If you do not wish to
supply a personal address,please provlde the Department with an email address whlch can be made availahie to the publlc.To determine if you are a I(censee under
Chapter 455,F.S.,please click here.
Product Appraval Accepts:
� � ��� �
SL'Cllff�rhiITRIC�
https://www.floridabu.ilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHd... 7/3/2015
.
FLORIDA WIND 20NE COMPLIANCE WORKSHEET,Height(h)<30 ft,GCpi=+0.18,Kd=1,Kzt=1
FBC Section 1609
VINYL SIDING Wind Speed-V„i�(mph)3-secand gust
w
Max.Nail Design N c
Product Profile NailEngage Pressure 130 120 130 140 150 160 170 180 19D 200 % r°�
Spacing
(psf) w
OK OK OK OK OK OK OK OK OK OK B
Interior
OK OK bK OK OK OK..,,,, OK OK OK OK C Zane4
American Classic 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
OK OK OK OK OK OK OK OK OK OK C EndZone
, OK OK OK OK OK OK OK OK OK OK 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 Zane4
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 e 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 � Zone4
Cambridge OK OK OK OK OK OK OK OK OK �`���Hi;NO i'•;. D
Beaded 6.5 Beaded 16"o.c. Studs 85
' OK �OK OK OK OK . OK OK OK OK OK B.
OK OK OK OK OK OK OK OK . �;.;',NOii";'; "'.,�NO _.'' � End 2one
.... .. .... ,.... . 5
OK OK OK OK OK OK OK ;,;:;'�NO':�;'''.�:-r;:�'No;;�.!'' ..;;NO: - D
, .� ,.., ,�
OK OK OK OK OK OK OK OK OK OK B Interior
OSB, OK OK OK OK OK OK OK ;:�:y:'�r10�;;�!;::�:�' �e;iNO:' ` '�`N0 C
Finish Works '�� � '� Zone 4
,.....
Single6.25 16"o.c. Plywood 56 OK OK OK OK OK ;'NO.;,�.!:,�:c^:';-! ;;;NO:-:�;;!i�;�;��;�NO:i':'!,'� ;i'NO';I�'' +''�;.'`�N0`"��; D
�.... _
eoard&8atten
!_!i,. . ,,.., .
and/or5tuds OK OK OK OK OK ' OK OK OK •;�'F!'!N�'.�'�",. "I`'''NO `�.a B
.._... . ::_._.... End Zone
__.. .
OK 0 - -- - - -
K . OK OK .;;:;':NO;>.:.�.:.:':�:�.;NO::.:''.?�y:-;�njp,�::�=: - -
.;.,.,. ... .... .....:..:. :....::-4�i�:: .:::........':r:.c�-r.:, - 5
:,.N . _ , .,..;:
.-� . O. -r,Np.:,, �
..:.-� ,.._... �`
OK OK OK OK �,;•NO'�:i;;iJ'��=;:NC1:,::,;,!ii;�s„�:NO.�i':�::;.r;�!!r.p.nNO�,:;;'i'�J;°;,;IiiNO::f;;;!'..::;;;'��NO:,��;;:: p
OK OK OK OK OK OK OK • OK OK OK B
Interior
OK OK OK OK OK OK OK OK 01C 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
OK OK OK OK OK OK OK OK OK OK C EndZone
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 � 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
OK OK OK OK OK OK OK OK OK OK C EndZone
OK OK OK OK OK OK OK OK OK �;`cN0';��' D � 5
' OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK C Interlor
Zone 4
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
r�� OK OK OK OK OK OK OK OK OK OK C End Zone
r OK OK OK OK OK OK OK OK OK OK D 5
.:TFtWf'fY;F�
, EXTERIOR RESEARCH DESIGN,LLC. Norandex-FL12500-R2
CertiFcate of Authorization#9503
Robert Nieminen,PE-59166
04/21/2015
Appendix 1,Page 1 of 2 '
M � �
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of AuYhorizotion lt9503
TRINiTY 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 Building Code. The product described herein has been evaluated for compliance with
the 5`h Edition (2014)Florida Building Code sections noted herein.
DESCRIPTION: Norandex Vinyl Siding Systems
LaseuN�: 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: TI115 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 agr.eement 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.
ADVERTISEMENT: The Evaluation Report number preceded••bythe-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.
INSPECTION: 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: ��y��«L�«,,,,,—
o� a.�f.�:�, '�,,
.�''( ,,�
.�P,:''c�`.f!/..
�,��„��M�4t! � .{�� '
„,�`�'.'C:���S?1�..:3' %
7*�
y. _
:''�p'"5%'-=:�''r;•�C/•
....
���•�F'c�C q l�;.r+� The facsimile seal appearing was authorized by Robert Nfeminen,
RobertJ.M.Nieminen,P.E. �%.,,ssj�y,a��;;.k� P.E.on04/21/2015.Thisdaesnotserveasanelectronlcallys(gned
Florida Registrotion No.59166,Florida DCA ANE1983 �"'���"�"�`��" document.Signed,sealed hardcoptes have been transmitted to the
ProduR Approval Adminfstrator 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 wiil 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.
Pa e 1 af 2
. ,. Flo�ida Building Code Oxaline g
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F:tit�' x.�> -<r�' �1'.i��'."„�'��
BCIS Home � Log 1n � User Registration � HotTopfcs � Submit Surcharge � Stats&Facts � Publications � FBC Staff �, BCIS Site Map � Links I Search �
E�Ont�3 � -.
'''222rrr � a � Product Apprpval
� t USER:Public User
-*s:rrc�s e�,:c.
.;:r'r,�
Produd Approval Menu>Product or Aoolication SearCh>Application List�Applicatlon Detail
��,7`�'��
*' _ =���� FL# F�i7822—R2
�'ar=-
Application Type Revfsion
Code Version 201G
App(ication Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC andJor the Commission If necessary.
Comments
Arctrived CI
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44kh Avenue
Ocala,FL 34474
{352)368-6922 Ext 245
kpine@cws,cc
Authorized Sig�ature Kevin Pine
kpine@cws.cc
Technfical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocata,FL 34474
(352}368-6922 Ext 255
sbraaks@cws.cc
Quatity Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352}368-6822 Ext291
jlathrop@cws.cc
Category Windaws
Subcategory Single Hung
Compliance Methad Certi�cation Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
�✓.1 Vaiidation Checkiist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMAJ1NdMAjCSA SOiJI.S.2JA44Q 2011
ASTM E1300 2004
Equivatence of Product Standards
Certified By
Product Approval Method Method 1 OpCion A
https:!/www.floxidabuilding.org/pr/pr_app_dtl.asp�.?param=wGEVXQwtDgt2ZOX6B2Y 1... 8!14l2017
Florida Building Code Online Page 2 ��2 .
Date Submitted 08/09/2016
Date Validated 08/26/2016
Date Pending FBC Approval 08/26/2016
Date Approved 09/08/2016
Summary of Products
FL# Model,Number or Name Description
17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17822 R2 C CAC CAR 138-1350.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/17/2019
Design Pressure:+35/-35 Installation Instructions
Other:Max.size 53 1/8"x 76", Fin, Flange, DP+/-35 PSF, FL17822 R2 II CWS-1099A(SH-610.NI DP351.odf
Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by IndependentThird Party: Yes
Evaluation Reports
FL17822 R2 AE EvalReo CWS-1099A(SH-610. NI.
DP351.odf
Created by IndependentThird Party:Yes
� 17822.2 SH-610 Vinyl Single Hung, Non- Max.size 53 1/8"x 76",Fin,Flange, DP+/-35 PSF. Glass
Impact complies with ASTM E1300-04.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17822 R2 C CAC 138-1392CAR.odf
Approved for use outside HVHZ:Yes FL17822 R2 C CAC 138-1393CAR.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+35/-35 06/17/2020
Other: Instaliation Instructions
FL17822 R2 II CWS-1099C.odf
Verified By: Lucas Turner,PE FL PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17822 R2 AE EvalReoort1099C.odf
Created by Independent Third Party: Yes
Back IVext
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an Aq/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement :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 request,do not send
electronic ma(I to this entity Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please contact 85D.487.1395.*Pursuant to
Section 455.275(i),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Depahment with an email address if
they have one.The emails provided may 6e used for official communication with the licensee.However emall addresses are public remrd.If you do not wish to
supply a personal address,please provide the Department with an email address whlch can be made available to the public.To determine if you are a Iicensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
� � � cCheck �
CrediE Card
�afe
� ,!�"�!!P�
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt2ZOX6B2Y 1... 8/10/2017
SINGLE HUNG - NON-IMPACT GENERALNOTES: ������.�
(SHOWN w/DIFFERENT OPTIONSI 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyl�D,fly����PAS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURflENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 3447.4
FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEEi 2) �W.CWS.CC
53 7/e" 3.CONFIGURATIONS;"O!X"
MAX UNIT WIDTH 610 PVC
4.DNEGAT VEEDESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
a9 1/16°
GLASS DLo GLASS TABLES ASTM E-7300-04. NO�I=IMPACT
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. T
j � I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED � F
IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR *= ¢
- -- -- - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR '- �
I WOOD ANCHOR CALCULATIONS. � }
I 6.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w m
n��a^ B O i I B 3a 5�1s• SYSTEM IS REqUIRED IN WIND BORNE DEBRIS REGION. z
GLASS�LO � O
FLANGE I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM v> �
HEIGHT I SEALANT USED AT FIXED MEETING RAIL AND JAMB.
J � W
� 8.SERIES/MODEL DESIGNATION SH-610. ¢ � �
� � -
C' i j � 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: � U
76, X=OPERABLE SASH,O=FIXED SASH W w
z o
��T I / � I B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -•
HEIGHT 6 LOCATION. ¢ O
Z
I I C `ttiy�}11�6p�IJ
� � � g 11 EXTERNAL WEEP SLOT=1/4 x 1-7/2"LOCATED 5°FROM BOTH �►� OREI r�i
I I ENDS. �` P�. v T 4
� s ��.�GQ.`?:��GEIVSt�G�¢�4��
371/4" � I � F 345/76" ���' No 5$ZD1••����
SA H I X I � I � GLASS DLO �*; :*�
HEIGHT � � I Lucas A.Turner ^ro� * •
I /� I I � 2016-01-11 ���' STA7f OF :�tv�
� I `, � � � I � 15:48-05:00 r'��6`ss�o a 1 Q��,.�`'�+' ,
LJ i / .��p+ONp;�l,��w.
� s p � C i 1/�/2015
� LUCAS A.TURNER,P.E.
FL PE#58201
A 1239 JABARA AVE.
q7^ NORTH PORT,FL 34288
GLASS DLO PH.941-380-1574
SHEET DESCRIPTION:
as i��s^ GENERAL NOTES AND
MAX.SASH WIDTH
TABLE OF CONTENTS ELEVATIONS
ORAWN BY: OATE:
GENERALNOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE IMPAGT EMK 06/19/15
GLAZING DETAILS. .................. ......2 owc a: aEv.•
SECTIONVIEWS. ...........................3 SIZE RATING RATING
ANCHOR'SCHEDULE&�NOTES...... .5 53-1/8��X 76�� +/-35 PSF NONE scnWS-1099 A
INSTALLATION DETAILS. .............6-7 SHEET
1•15 1 OF 7
:
�
��n������
�/IMDOW SYS3'�PRS
ANCHOR Ca�MIDSPAN 1900 SW 44TH AVE.
6"MAX.(TYP.) 4"MAX.(TYP.) e"MAX O.C.(TYP.) OCALA,FLORIDA 34474
WW W.CWS.CC
6'MAX.(NP.) SEE NOTE 2 4"�+X•m'P•) SEE NOTE 2
� � 610 PVC
SINGLE HUNG
nnnx'o.c. e�� NON-IMPACY
mL MAX O.C.
O (TYP.) O
u�
i� ui
� Q
r o
�MTG RAIL �— / — / W m
� I � �
3"(NP.)� � I � .� O
� I � N �
� I � Z W
� X II X < � �
INSTALLATION � a
� ANCHORS(TYP.) � U
� � �
W
iQ / i � Q / , Zo
- ¢ Z
AN[COHOR ANCFiORSREQUIREDGE, ANCHOR LAYOUT-(FINI ``�����PhtDRE►vrT����,
�.`VP:���firV3F•.�2+�
�:� No 582d1 �'��
��k� * •t*"
%ro� �
��:
NOTES: �9=. STA7E OF :��
�-Of+•.,A' P,;'�[V;
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���S���R�Q' �����
2.SHIM AS RE(d AT EACH INSTALLATION ANCHOR USING LOA�BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN iM6"IS PRESENT. LOAD BEARING SHIMS SHALL BE lf��r1��A������
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETiER.WOOD SHIMS ARE NOT ALLOWED. �Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 1/11/2015
I 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MEfALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
' SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
� SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-iX BUCKS ARE
' oPTfONAL. ANCHOR SCHEDULE AND
NOTES
7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BEf4VEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRnwN ev: onTe:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. EMK 06/19/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RE�UIREMENTS AS SHOWN IN TABLEt,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT 8E CRACKED. owc a: REv•
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1099 A
FMA/AAMA 700(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANJDMA 250(80X WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) sca�e: SHEET
1.25 5 0F 7
�������� I
MIN.EMBE�MENT SUBSTRATE �
SEE TABLE t BY OTHERS VNIM�UbN S�SY6�➢5
TYPIGAL HEAD ANCHORAGE SEETAHIE'1 M(N.EDGE DIST � SU85iRATE
1!4°61AX.SHIM SEE TABLE 1 �BY OTNERS i 900 SW 4iTH AVE.
MIN.EOGE 6IST. � SEE TABLE 1 OCAI A,F�ORiDA 3447A
SEE TAB�E t tJ4'MAX.SHlM W W W.CWS.GC
� MIN.EOGE DIST
SUBSTRA"fE BY OTHERS SEE TABLE S � �,��p�-�.
SEE TA6LE 1
MIN.EMBEDMENT SlNGLE HUNG
pERIMETER SEALANT 5EE 7ABLE 1 tNSTALLATiqN ANCN4R
SEETASLE 7 � NdN,EMBEDMENT ��N.IMpACT
8Y INSTALLER SEE TABLE 1
INSIDEAND6UT 0�� ❑❑a
SEAIANT BENIND � '�1�a"Mpx.SHIM ��� �
FLANGE 8Y lNS7ALLER
[`�--_.,❑ � n op PEftIME7ER SEAlANf � ¢
`L....--I �j, n BY 1NSTALLER
❑ PER�METERSEALANT �j,eda INSIDEANDOUT r O
8Y INSTALLER INSTALLATION ANGHOEi
iN51DE AND OUT SEETABLE i w m
SEAlAN7 BEHIND SEAlANT BEHINO �
FLANGE BY 1NSTALLER F!N 8Y INSTALLER
J O
� HOftIZONTALSECTION -_' �
INSTAILATiON ANGYAR g NdfliZONTAt SECTfON g 1YPICAC FW ANCNQRAGE N
SEE TAgLE 7 6 TYP�CAL JAMB ANCHORAGE HEAD qND SILL SIMILAR FOR FIN INSTALLATlON Z
O
¢ H �
� �
CANTINUOUS DBL 1!4"BEAD QF SEAL.ANT
AftdUND PERIMECER @ ALL INDICATED � v
POINTS BETWEEN FRAME AN�SUBSTRATE �+ w
BY INSTALLEfl Z Q
LJ � a �
�1/4"MAX.SHIM y,``���'Q�ORE4v j��J�r{
9EALANT BENWD
FLANGEBYINSTALLER � ��•V`�-,;�,.�C'E�"F,•.�Z�:
.:.J, S.
�-t t Na 5$2{l1 :�""..
. PERIMETER SEAIAN'f �*': * '�
BY3NSTAlLEft
INSIDE ANO OUT � ~�� �a^
SUBSTRATEBYOTHERB �9� 67ATE OF :���
SEETABLES q VERTICALSECTION _ ~�p�•���4 �p��} ��
6 TYPICALStLLANCHORAGE *�,���•,���t�,•„���+
NO SIL�ANGHORS REQUIRED ���s�+�ix��A�y��*`t
Cl�� ����-
7A81 E i:APPROVEU 1NSTALLATION�A5TENERS M'N �BEDMENT M1N.EDGE O1ST. � Q
pRpN1@7+(pE SUBSTNATE TYPE ANCHOR TYPE LUCAS A.TURNER,P.E.
31i6"ffW�'APGON 1" 4-1/8" FL PE#5$201
FLANGE CQNCRETE(2A K9i MIN.) �, 2. 1239 JABAflA AVE.
FLANGE H0I1.OW OR GROUT-F�LLED CMU i11�PGF MIR7.} 3/16"I1W TAPCOM1! pEHIMETER SEAtANT NORTH PORT,FL 34288
3/16°ELCO ULTFtACAN '1" 1" BYINSTALL�R pH.941-380-1574
F�q��� CONGftEIE(2.85 KS!MtN.) INSIDE AND OUT
FLANGE GROUT-FILLED CMU(ASlM G90) 3/18"ELCO U�7F�AGON 1'1!4" 2'�«" p NORIZt3NTALSECTtON SHE@T DESGRIPTlON:
3118"ITW TAPCON ��l8. 7�g� 6 6dXFRAMEIN57ALLATtON
FtANGE 2X MIN.8OU7HERN PINE{G=0.55} OR ELCO ULTRACON SIMiLAR FOR SiLL AND.tAMBS FOR edX{NSTRILATiON (NSTAll.A7fON DETAILS
tl10 WOOD SCREW ��8�� 7/��
Fi.ANGE ?X MIlJ.SOUTNERN PlNE{G=a.65) FG ANGE REMOVAL NOTE:PAftTIALLY OR FULLY REMOVlNG THE FLANGE, DRAWH 8Y: DATE:
18 GAUGE(O.d60")MIN.STEEL S'iUD #k10-16!tIL71 KW IK-FLEX OR I7W FULL T}iREAD 711� EMK 06/19/15
FLANGE i33 KSI YIELD MINj TEKS SELF-DRSll1NG SGREW 1HRU 0.06�" UP Td AND SNGLUDlNG A BOX-FftAME APPLIGA7lON!S ACCEPTABLE PROVIDED:
1!e"ALUM.(6�63-T5 MIN.)OR #10 GflADE 5 SEtF TAPPiNG 1 FULL"fHREAD �fj 6� _�,�y�{�.��4��FILIET OF CONSTRUGTiON-GFiADE ADHESIVE GAULK IS APPLIED owG x: REv:
PLANGE 1�$��STEEz(33 KSl MIN.� DRILLING SCREW 7NRU o.t25" INSIRB AND OUT,FULL PERIMETEft,BY INSTALLER. CW 5-1098 A
F�� 2XMtN.Sot1THERN PtNE(G=o.55j #10 W04�SGAEW 1-1�2" 1�x� -PRODUGT ANGNORAGE 1S IN ACGORDANGE WITH REQUIftEMENTS AS scA�E: SHEET
SNOWN FQR FIANGE WtNDOWS. 12 6 OF 7
M1l4TE:UNI•FRAME OPTIONS NOT SHOWN
y
��������
yc/1i�ID0lfM SYSYEPqS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
TYPICAL HEAD ANCHORAGE W W W.CW S.CC
1"MIN.EDGE OIST �—}-1"MIN.EDGE DIST. 6�O�VC
pp D�pp .p D D ,e D p D �� 714"MAX.SHIM 1"MIN.EMBE�MENT SINGLE HUfVG
SOLI4 CONCRETE - >D .
SUBSTRATE BY OTHERS D' p p. a Dp p p D D' 0 � NOIV-IMI�ACT
P P C
SEE TABLE t,SHT 6 � > o p D p D ' ° p Pa o,o p '�•�' 1"MIN.EDGE�IST
WOODSUPPORT ' °D� D a D Do INSTALLATIONANCHOR oA �o°o e
BY OTHERS
p � 'o°-fl 3l16°ELCO ULTRACON p �o�n� r
PERIMETER SEALANT—_� • o D p DD 7^MIN.EMBEDMENT o o a p .e� 1"MIN.EDGE�IST. � F
BY INSTALLER 0 � ° �❑ � '� .�'" ` � r p
0
INSIDE AND OUT � op o Y
1/4"MAX.SHIM CONTINUOUS DBL 1/4"BEAD.OF �a c � j:
SEALANT BEHINO FLANGE SEALAM AROUND PERIMETEft o
BY INSTALLER � � AT ALL INDICATED POINTS BEiWEEN �o e ;op Q�� W m z
THE FRAME AND SUBSTRATE BY INSTALLER
n ' pQ J �
n
INSTALLATION ANCHOR ° � �
3/16"ELCO ULTRACAN ��p�� Q O �
•n 'o ¢ F-
CONTINUOUS DBL 7/4°BEAD OF SEALANT c7 d
AROl1ND PERIMETER @ ALL INDICATED SEALANT BEHIND FLANGE SOLID CONCREfE � oC
POIM'S BETW EEN THE FRAME AND SU&STRATE BY INSTALLER
SUBSTRATE BY OTHERS U
BY INSTALLER SEETABLE 1,SHT 6 W w
PERIMETER SEALANT BY INSTALLER WOOD SUPPORT BY OTHERS Z �
� � INSIDE AND OUT Q O
SEALANT BEHIND FLANGE
BYINSTALLER
PERIMEfERSEALANT p � TYPICALNJAMBANCHORAGE ���`�S�P�D�€��`TG�i�'
WSIDETANDOUT 0 D � o• ` `�GP'��'�G��SF�''Q�'�:
' v D. o D. ll4^MAX.sHIM ti.,J�:� No 582�1 �:�A�
WOOD SUPPORT BY OTHERS • ' � D ' �
EXTERIOR FINISH ~ - o � � ��D �o �*' * �*�
BYOTHERs 'D` o�D� p.DoDDpD°�p�p_•Dp �9'� STATE oF :'��
�O !u.
SOLIDCONCRETE - � ��,��.,p p.t,�,�
SUBSTRATEBYOTHERS DoD op�D�°D � - op � °� ,. �.,FS•�oR��.•�.`�.+�
SEE TABLE 1,SHT 6 p ���tsl��A'rF����
�E1 VERTICALSECTION
7 TYPICALSILLANCHORAGE ��
NO S ILL ANCHORS REQU IRED 1l11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.9 41 38 0-1 574
SHEET DESCRIPTION;
INSTALLATION DETAILS
i POURED WALL �
�RAWN BY: DATE:
i EMK 06/19/15
DWG#• qEV.:
NOTE: INSTALLATION ON THIS SHEET ARE FOR SOLID POURED WALLS USED CWS-1099 A
SPECIFICALLY IN THE VILLAGES,FL.OR FOR SIMILAR SOLID POURED SCALE:
NOTE:UNI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. SHEET
1:1 70F7
, " Florida Building Code Online Page 1 of 1
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FL# Tvpe Manufacturer Validated Bv Sta us
FL4904- Affirmation Masonite International National Accreditation&Management Approved
R7 Category: Exterior poors Institute,
Historv Subcategory:Swinging Exterior poor (804)684-5124
Assemblies
*Approved by DBPR.Approvals by DBPR shall he revfewed and raUfied by the POC and/or the Commission if necessary.
Contad Us::1949_North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriah[2007-2013 State of Florfda.;;privacv Statement r.Bccessibtlitv Statement::Refund Statement
Under Florida law,email addresses are public remrds.I(you do not want your e-mail address released in response to a public-records request,do not send
electronlc mail to thts en[ity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effedive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address if
they have one.The emails provided may be used for official communiotion with the licensee.However email addresses are publi�record.If you do not wish to
supply a personal address,please provide the Departrnent with an email address which can be made available[o[he pubiic.To determine if you are a Ifcensee under
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Product Approval Accepts:
� � _eC�eik -0�.
SE'(:UII :11FT1iSCJ'
•. .. +
https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/3/2015
�"9�i���;�•Q•,Z.Lr�e•+ 149"lAAX. OVERALL FRAlAE WID7H � �
O
SIDE-HINGED WOOD-EDGE STEEL DOOR UNI7 Z��� M'`'x 36.375" MAX. U o
D.L.O.- PANEL WIDTH 37.5" MAX.
6'-8"DOUBLE DOOR WlTH/WfTHOUT SIDELITES W/ASTRACAL � FRAME WIDTH o ��
�' (n .
z �o
CENERAL NOTES � � � � w O�
1 EVAIUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE � �U
REQUIREMENTS AS DEfERMINED BY ASCE 7, MfNIMUM
OESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LU �_
DOES NOT EXCEED THE DESICN PRESSURES t15TE0. � o I- �U
m
2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS N0T REOUIRE� ON m � CQ ��
OPAQUE PANELS, BUT IS REOUIRED ON GLAZED SIDELITES. x ^ (/�
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN � �� � 2 S
ACCOROANCE WITH SECiION 2220 OF TH[ FBC. W �p Q z
4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 � � w
M!D SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ¢
� �
5. PLASTICS TESTING OF LITE FRAME MATERIAL: � � ,
TEST DESCRIPTION DESIGNATION RESULT
U Q
SEIF �GNITION TEMP ASTM D7929 740 'F > 650 'F o 0o z�'j
a a Gl �
RATE OF BURNING ASTM D635 0.77 IN/MIN q o� J.;�Z
SMOKE DENSITY ASTM D2843 13,47. � m�y
TENSILE STRENGTH• ASTM D638 7.507 OIFF
�'��'� w
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o m"�i' t�n��G'
F w o� a��
00 OURS XENON ARC METHOD 1 0�
O W s O
DOUBLE DOOR UNIT W�S7DELITES a a
Adderd�m fo NAMI �N N�n
33�3}
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CeA�icalbn No.. r.t i oo t,i�-�.1Z y =
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a w
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_SINGLE DOOR UNIT DOUB DOOR NI7 SINGLE DOOR UNIT SIN DOOR UNIT SMCLE DOOR UNI7 W/SI_ pF�TF� DOUB DOOR NIT W/ID 117FS
, WITH SID IT.F V/!TH $IpF R w o U m Z
WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159 OF OESIGN PRESSURE oATE. 7/11�05
CONFIG MAX WIDTH INSWING OUTSWING INSWINC OUTSWINC
SHEET f� DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19,0 -19.0 +55.0 -55.0 {,�,,-�'� � 5�^�� N.T.S.
1 iYPICAL ELEVATIONS & GENERAL NOTES Xx �4 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 owc.er: SWS
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
3 ANCHORING I.00ATIONS & DEfAILS OXO 112,5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 CHK.BY:
OXXO 149 +55.0 -55.0 t55.0• -55.0 +19.0 -19.0 +55.0 -55.0 KURi BAL7HAZOR �RAN7NG N0,
FLORIDA P.E. DWG-Mq-F�ot28-os ,
�'S6533
SHEEf � OF 3
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THE THRESHOLD & INTO THE a u"i o Z �
#10 x 5/8" � STRUCTURE DEEP ENOUGH o�a x �
' #8 x 2—��2 #10 x 5 g" #10 x 1" FOR A 1.375" THROW ^ o�
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�10 x 2" DEfAIL °E�� ASTRAGAL a,�c.i^o
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DETAI "D" STRIKE P L A T E T O F R A M E n�ura, STEEL OR BUM SPACER
DEfAIL "C" AS SHOWN. '�Z�a� w o c�m Z
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. � Date Reviewe3 y�,,! - oow sss ::A,."`'
I y�(.�: CHN.BY:
INSWING THRESHOLD OUTSWING THRESHOLD �-� tr�Ea4s oruvnNc No.:
Tl'PICAL GLAZING DETAIL owc-Ma-rioiza-os
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ATTACHMENT DETAIL 3�3�
,n�n�n m
1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z =
SIGNED AND SEALED BY LUIS R. LOMAS, PE o �
(FLORIDA �62514) W!TH THE LOWEST (LEAST) ¢ W
FASTENER RATING FROM THE DIFFERENT FAST�NERS
BEING CONSIDERED FUR USE. JAMB, HEAD, AND ���W
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �o n¢-� �n
U�U7� Z
#10 WOOD SCREWS OR 3/16" TAPCONS A PHYSICAL HARDWARE SCHEDULE Q U o w o I
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION TAPCON EDGE DISTANCE MIN 2-1/2" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�a= � �
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERIINE. �oo� I
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4° FULL MORTISE BUTT HINGES m�.,��Q
CORRUGATED FASTENERS LOCATED 3" FROM EACH END -- _ � o
p1�N•-
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOO.D I
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM , ��" '. . �
12" 0 C I
1.50" � 1.25" ' w o c�m Z
3. THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM M�N o,25" MW '.. • � - _o.zs" '
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM A���oNMll D A�. 7/'1/O S II
O F 1—1/2" M I N I M U M E M B E D M E N T T H E T A P C O N M U S T ACH IEVE � S��E: N.rs. i
MINIMUM EMBEDMENT OF 1-1/4". ��— �— -:��;j c�—I I— �;
` i'-:' CerlificalbnNo.: n c-'2�/ owc.or: SWS
4• WOOD BUCKS DY OTI-IER5 MUST BE ANCHORED' PROPERLY TO ' 's'=''"� ""''' RedrxedgYr-�
DafeReviewea cnK.er:
TRANSFER LOADS TG STRUCTURE. '���" oHnnvnNc No.
5. MINIMUM DESIGfY VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWC-AlA-F�Of28-CS
ANCHOR INSTALLATION ANCHOR INSTALlATION
sneer 3 ov 3 .,
�LORI!?!a Bi11LDINC C#�!?E,�i1fE'f3CY GO1VS�'RU�lT���V °
� , " . 64esid�r+tiat �uilding 3'herrr�al Er�v�lope Appi��ach �
FC�(��111�i4�2-2t114 Climete�one�( 8
� Scnpe:Ccmpliance svith Section R402_1.1 of the.Floride Buitding Code,Energy Gonservation,shall be demonstrated by tiie use of Form R402 �
for single-�nd niultiple-fari�ily residendes of three stories or les's in height additions ta existing r2sidential buildings,alterations,renovations, A
and buifding systems.in existing buitdings,as applioabfe_To comply,a building must mest or exceed ail of the enecgy efficiericy reyuirements �
on Table R402t1 and all applicabie mandatory requirements summarized in Tatsle R4Q28 of ih'is form.ifi a.buiidi�g does not�omp.(y wifti this
(nethod,of'by 3he UA;4liernatide rrieThod,it may slili.i.roinp�j!undar Bection R�05 ofth�e F(orir]a Build,ing Cdde,Energy Gon;serva"troh, 8
PR�JECTNAME: �e,� rr r r,.ay. gU1LilER: �
ANDADDRESS: 3q53g �0.��-�+`Q, SLtY�S�Lt-+e /��um�r+H,••^�
T' ��/`�Li[�.� �
OWN�R: �p,,�Qy�-eL (�e5� Ldr' 2I7 PERMIiTIP7�OFFICE: Gf. p 8
z e�k•.�r j1 i!1S i F�, 33S"ta JUF3fSDtCT'ION AftlMBER:. `C��
PERIVIR NUMSER: �� 0
General Insiructions: 8
1.Fili in ail tl�e appt�ca6�e spaces oPthQ"To Be Instalied°�o[umn on'iable R402A wiih Lhe ir�formation re.ques2ed.Aii"T.o Be!ns#alled°value's must be B
equai fo o�mo�e eifiicient than the teqiaEred levels. �
2.Complete page`I based on tfie"3'o Be tnstaii@d"column infomrafion.
3.Read fhe'r.eyuiietn'snEs df Table EtA02B an8 check each bbz t'o incEicaf'e yonr intent to comply with a1!applicab[e iSems. 8
4.Read,sic�n and date ihe"Prepared By"certif9cation siatement at ths boftom of page 1.The ouvner or owner's sgent musf aiso sign and slate the form, a
7. Ne+nr cbnstrucYion,addicib�i�or eic7sting building i. DI� � fl
�. .Single-family detacbe8 or muttiple-fiamity attached 2. S 1 s'� � �
3. If mulfip3e-fami�y;number of units covered by this submis'siun 3. ^ �
4. Isfhis°a.wors'tcase?�yes/no) 4. �O '
5. Co�ditioned Tloor aiea(sq.fit.) 5. �3 a. �
8. lNindows,type and area �L �
a) 1/-facloi: 6a. _ •'I�
tr} �vlar lieat Gairi Coefficient(SHGG) 6b. �
�} A�ea sc, .S7 /� o B
�,� ?. ;Skylights , Q
a) t!•factor: 7a �l�'
b) Solar Heat�ain Goefficient(SH6C) 7b_ �
8_ Floor type,area or pexirrieter,and insulation: �
a) Slab-on-grade{R-valtYe} Sa. _.
b) ydcod,raises!{R valuej ab. S 3 02 �R-(3 �
c) VVood,uommon(Ft-valua) 8c. �.�. �
d) Concrete,raised(R-v�ive) 8d. a
e) Concrete;cbniman{R-V�lue) fle. ,,,.,_,.^
�J. 1Nall type and instilation:. �
a) Ext�rio'r. t. Woodframe(ln'sulafionR-vafue� 9a1, J�7� _ 2'�� Q
�, Ntascnry;l,r,sulation R-Yalue) 9a2. ➢
I b) Adjacent �. LYood irame(insula[roh R•value) 9bi. o?oZ �3
2. Masqnry;lnsulation R-vaiue) 9b2. Q
10. Ceiling type and insufatioh . �
, a) Attic'(Insutation R-valus) i0a. _,�
b) Siraol�assembly{�nsurationR-va�ue) �bb. �532 _�3� �
' `i1.Air dis#rihufion systet;rtd � Q
a) DOct locaiion,insul�tibn 1�a.. �)C�s tiv� �
' b) AHU(ocat(ori i46.
I :c) Total duct f2aliagz.Test r2port attached. i ta " afm/900 s.f, Yes�1 No� �
92. Coolirig sysiem: a)type i2a. �,,.,,E,�IS�"i� �
' B}�EticienCy 72b, �/ �
�3. Heating9ysiemi a}tyPe �3a. Extsf-�.�
b)ef�cienc}r 438. . �' J .. []
7�. HUAC sizing c8lculatiori:attached 74. �I � Yes❑ iVo f� �
15. Water heating sysiean: a)�y�e iba. �X�5 - - �(�[ ri� ��
b).effiaiarioy 'i5b. �� �
1 heCeby Ceftify th�l the plqits and speci�cations coveied by#his farm are Rsview of plans and specifications covered�by thfs form incii�ate �
in cori�pliance Witli' e�larir�a Soildin'��C�o,d�e Energy CvtiservatiDn. compliance Wit6 tfie Florida 8uii,�ng�oNe,Energy Consenrafion.Seforg
PT�EPq1��D BY:�. ___,__���r'�w` Rate 8"a�_/� cdnstrudtfon is compfete,fhis huilding tvi11 be inspecteti for compiiance in �
°- (hereby csrtify ai�thi' �iiding is in compiiance wit6 the Plorida Buildfng accordance with Section �
Code;FnergyConserdetion, CODE O FiC L: �
I OVJNERIAGENT:, ,_Date: __ Dafe: ����/Z �
FLORIRA BUIlk71NG rsDD�--EN�RCaY�ONSERVAT�Ofi1;5th ED1TlOP!(2014) R-C:3
_ �
� I
C°i1�y o�- zk71.�,5
-� FBC Plans OTICE OF CflMMENCEMENT
F�oride &Engineenn�
T' 6 ft Sta§on Dr. �J
i.+u'Iding
�tate � fi�� � County of as�v
rror�e .
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in
this Notice of Commenceme�t:
1. Descriprion of Property: Parcel No. ��/-�G� a/� 4o0a - dotv 0 - O 0� 0
�qS�� ��o �a�r�Q.v�a .Lh. �Y��l.y r�i i l�s �!- 3 3 T��.
(Legal description of the property and street ad ress if available)
2. General Description of Improvement r�d0� /�o�i�:dk � % l�47��i
���������������������������������������������I��������������
2017184923
3. Owner Information: Name C - �//S' u-G ��'r� }�Q r`��a�
Si+�1 uo
Address a 77�7 �aH �/;r, 2d City Od�-��i P l�1 State 4h� y�a3y
Interest in Property: �Gll Yl�e r`S - ,
Repl:1898609 Ree: 10.00
Name of Fee Sim le Titleholder: os: e.em IT: 0.00 � Y
P 10/03/2037 J. R., Dply Clerk Q ►—
(If other than owner) Q � � � _� W �
Address City State -cn z � � �-�o �
�S S� � �/ � � � _ ¢ " � �
4. C o n tr a c t o r:N a m e U r, � a. U n�i h u r� � �u � � � a o
Qo � oQ �
Address �/S�/ � `<<h� /Zc( City�G.�r���1.s State � 33.ry� � W ,� � � �
z = oo ,.,_ �
5. Surety:Name p � a w `L Y
U = OUo w
Address City State �►- � � Q U
� >- c� mo ,L
LL' W � Z OJ
Amount of Bond: $ °� � � o- Q } �
"� i-�i�. 00 = az
6. Lender:Name `�' �= � � � O
Address City State � � Q o w Q
i-- � w � z •
7. Persons within the State of Florida designated by Owner upon whom notices or other � � � p � a m
documents may be served as provided by Section 713.13 (1) (a) (7),Florida Statutes:
Name � � �
0� • �e �
Address City State ��� � � ' ; ���Osy
� � m �
� �' � �
8. In addition to himself,Owner designates � r ;4 . O
of to receive a copy of the Lienor's Notice as � , _ � � � .' �
provided in Section 713.13 (1) (b),Florida Statutes. p�o � �
� �}.
9. Expiration date of Notice of Commencement(the expiration date is 1 yeaz from the date �� • s ' �
of recording unless a different date is specified.) �1� �
Signature of Owner: �/9�2y � / .C�G-
Sworn to and subscri d before me this��day of �EPT' ,20LZ.
Notary Public: � Pf7ULR 5 0'NEIL,Ph.D PRSCO CLERK B COMPTROLLER
10/03/201 11:23am 1 f 1
My Commission Expires: -o`��� 0�0 OR BK 612 PG .'I885
�" PC93053048/A ;:�"',,, B�R���l�� .
�r puhlk•Bttb ol Fbddt �
'� Cooe�u�oo�R Ci0Se1 i
;,� . �jy Cani�n,Etpin��un 26.2020
6aidM Urap��NoitiY b+�.
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